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Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1969
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] 16.00 " 254.7 " 109.6 " 16.54 " 8.918" 0.810" 0.777" 1
2 [ ] [ ] [ ] [ ] [ ] 13.85 " 159.1 " 86.37 " 16.20 " 8.768" 0.762" 0.732" 2
3 [ ] [ ] [ ] [ ] [ ] 11.88 " 149.8 " 77.93 " 15.19 " 8.447" 1.172" 0.689" 3
4 [ ] [ ] [ ] [ ] [ ] 11.09 " 121.6 " 213.1 " 14.13 " 7.947" 2.175" 0.641" 4
5 [ ] [ ] [ ] [ ] [ ] 10.77 " 89.46 " 172.4 " 12.45 " 8.056" 3.044" 0.641" 5
6 [ ] [ ] [ ] [ ] [ ] 10.82 " 76.20 " 122.5 " 10.84 " 8.584" 3.004" 0.597" 6
7 [ ] [ ] [ ] [ ] 6.391" 10.68 " 69.44 " 92.28 " 10.18 " 8.319" 3.211" 0.587" 7
8 [ ] [ ] [ ] [ ] 5.811" 10.69 " 54.68 " 89.30 " 9.781" 7.825" 4.256" 0.601" 8
9 [ ] [ ] [ ] [ ] 5.488" 10.74 " 48.01 " 82.86 " 9.376" 6.679" 4.741" 0.605" 9
10 [ ] [ ] [ ] [ ] 5.316" 10.76 " 45.73 " 57.87 " 9.018" 5.389" 4.943" 0.605" 10
11 [ ] [ ] [ ] [ ] 5.183" 11.11 " 38.13 " 49.14 " 8.773" 5.131" 8.887" 0.571" 11
12 [ ] [ ] [ ] [ ] 4.907" 11.15 " 32.28 " 43.73 " 8.762" 4.823" 9.821" 0.563" 12
13 [ ] [ ] [ ] [ ] 4.715" 16.47 " 30.04 " 35.05 " 8.545" 4.581" 8.603" 0.573" 13
14 [ ] [ ] [ ] [ ] 4.634" 29.82 " 45.01 " 41.28 " 75.98 " 4.291" 6.573" 0.587" 14
15 [ ] [ ] [ ] [ ] 4.554" 34.60 " 55.71 " 56.55 " 206.7 " 3.964" 5.669" 0.554" 15
16 [ ] [ ] [ ] [ ] 4.527" 117.8 " 51.05 " 45.79 " 106.1 " 3.815" 5.149" 0.585" 16
17 [ ] [ ] [ ] [ ] 4.574" 410.1 " 46.89 " 33.91 " 64.73 " 3.456" 4.481" 0.609" 17
18 [ ] [ ] [ ] [ ] 5.827" 667.1 " 47.86 " 27.43 " 44.56 " 3.140" 3.995" 0.623" 18
19 [ ] [ ] [ ] [ ] 6.767" 348.8 " 61.43 " 25.16 " 32.20 " 2.959" 3.624" 0.623" 19
20 [ ] [ ] [ ] [ ] 160.8 " 184.0 " 125.1 " 22.53 " 26.04 " 2.684" 3.270" 0.611" 20
21 [ ] [ ] [ ] [ ] 250.7 " 115.7 " 134.1 " 19.05 " 20.93 " 2.388" 2.874" 0.599" 21
22 [ ] [ ] [ ] [ ] 155.3 " 85.50 " 88.31 " 17.51 " 17.26 " 2.148" 2.343" 0.623" 22
23 [ ] [ ] [ ] [ ] 99.92 " 61.01 " 60.50 " 16.77 " 15.38 " 1.574" 1.878" 0.616" 23
24 [ ] [ ] [ ] [ ] 65.29 " 63.82 " 48.01 " 16.07 " 12.66 " 1.244" 1.578" 0.593" 24
25 [ ] [ ] [ ] [ ] 49.05 " 79.23 " 39.10 " 15.78 " 10.68 " 1.178" 1.384" 0.557" 25
26 [ ] [ ] [ ] [ ] 37.28 " 55.06 " 31.05 " 15.46 " 10.08 " 1.109" 1.235" 0.544" 26
27 [ ] [ ] [ ] [ ] 29.80 " 47.56 " 32.46 " 14.81 " 9.826" 1.025" 1.073" 0.543" 27
28 [ ] [ ] [ ] [ ] 26.71 " 44.89 " 35.81 " 14.48 " 9.401" 0.922" 0.953" 0.551" 28
29 [ ] [ ] [ ] 22.11 " 40.22 " 252.4 " 14.51 " 9.159" 0.889" 0.872" 0.545" 29
30 [ ] [ ] [ ] 18.86 " 99.72 " 273.3 " 15.14 " 9.063" 0.888" 0.799" 0.542" 30
31 [ ] [ ] 17.36 " 164.4 " 16.20 " 0.872" 0.538" 31
Mean [ ] [ ] [ ] [ ] 40.07 " 88.03 " 89.09 " 53.56 " 27.68 " 4.259" 3.439" 0.601"
Median [ ] [ ] [ ] [ ] 6.767" 37.41 " 55.71 " 35.05 " 12.56 " 3.815" 3.024" 0.597"
Maximum [ ] [ ] [ ] [ ] 250.7 " 667.1 " 273.3 " 213.1 " 206.7 " 8.918" 9.821" 0.777"
Minimum [ ] [ ] [ ] [ ] 4.527" 10.68 " 30.04 " 14.48 " 8.545" 0.872" 0.762" 0.538"
Total [ ] [ ] [ ] [ ] 1002 "2641 "2762 "1661 " 830.5 " 132.0 " 103.2 " 18.62 "
Missing Days 31 28 31 30 6 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.28 " " ... Relative Uncertainty +/-10%
Ann. Median 10.69 " [ ... Not Available
Annual Total 9149 "
Missing Days 126
Maximum Minimum
Daily 667.1 " 0.538"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1970
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.516" 0.574" 29.70 " 2.231" 4.253" 9.493"2147 " 843.1 " 72.08 " 51.10 " 4.293" 0.777" 1
2 0.554" 0.564" 23.75 " 1.993" 4.230" [ ] 1026 " 702.7 " 64.28 " 36.52 " 4.154" 0.787" 2
3 0.580" 0.612" 19.46 " 1.712" 4.053" [ ] 920.4 " 465.5 " 57.86 " 32.34 " 4.287" 0.762" 3
4 0.593" 0.669" 16.87 " 1.678" 4.031" [ ] 682.1 " 318.9 " 50.34 " 31.07 " 4.236" 0.723" 4
5 0.618" 0.820" 13.37 " 1.604" 4.282" [ ] 583.3 " 247.0 " 39.00 " 93.80 " 4.198" 0.695" 5
6 0.623" 1.069" 11.57 " 1.591" 4.410" [ ] 500.2 " 210.8 " 34.32 " 373.9 " 4.115" 0.588" 6
7 0.636" 1.015" 10.64 " 1.567" 4.991" 59.23 " 429.3 " 166.4 " 33.97 " 231.1 " 3.929" 0.602" 7
8 0.605" 0.944" 9.924" 1.391" 8.227" 50.97 " 388.0 " 143.8 " 34.36 " 124.1 " 3.889" 0.607" 8
9 0.605" 0.876" 9.339" 1.270" 10.03 " 45.65 " 331.7 " 113.7 " 35.72 " 70.68 " 3.682" 0.579" 9
10 0.605" 0.833" 8.096" 1.266" 9.798" [ ] 244.5 " 113.5 " 118.3 " 53.94 " 3.446" 0.538" 10
11 0.604" 0.803" 6.661" 1.294" 9.354" [ ] 188.9 " 139.2 " 140.7 " 37.63 " 3.442" 0.526" 11
12 0.587" 0.795" 5.946" 1.286" 8.924" [ ] 160.1 " 107.7 " 90.87 " 29.95 " 3.311" 0.524" 12
13 0.598" 0.807" 5.573" 1.223" 8.956" 47.53 " 135.2 " 97.86 " 62.35 " 25.02 " 2.939" 0.534" 13
14 0.648" 0.823" 5.419" 1.184" 8.307" 34.52 " 113.1 " 88.04 " 50.14 " 19.75 " 2.335" 0.534" 14
15 0.695" 0.876" 5.325" 1.158" 7.074" 45.18 " 103.3 " 66.61 " 36.11 " 17.82 " 1.899" 0.542" 15
16 0.700" 2.547" 5.068" 1.167" 6.438" [ ] 95.72 " 56.22 " 31.76 " 16.17 " 1.639" 0.534" 16
17 0.694" 2.570" 4.916" 1.184" 6.282" [ ] 88.80 " 50.72 " 30.09 " 12.93 " 1.557" 0.534" 17
18 0.669" [ ] 4.857" 1.184" 10.53 " [ ] 80.57 " 45.61 " 27.03 " 11.09 " 1.306" 0.543" 18
19 0.678" [ ] 4.630" 1.580" 18.95 " 686.4 " 66.54 " 45.98 " 22.71 " 10.22 " 1.193" 0.551" 19
20 0.692" [ ] 4.363" 3.129" 16.90 " 675.5 " 61.20 " 51.87 " 21.08 " 10.07 " 1.047" 0.560" 20
21 0.677" 861.0 " 4.055" 2.994" 13.37 " 566.2 " 57.60 " 63.15 " 20.31 " 9.519" 0.968" 0.542" 21
22 0.691" 422.9 " 3.953" 3.011" 11.22 " 547.6 " 54.80 " 72.88 " 20.23 " 9.165" 0.947" 0.534" 22
23 0.701" 269.5 " 3.881" 3.070" 10.28 " 660.8 " 54.76 " 79.39 " 20.04 " 7.909" 0.978" 0.500" 23
24 0.715" 179.3 " 3.876" 3.515" 9.746"1559 " 73.02 " 92.25 " 20.24 " 6.671" 0.850" 0.487" 24
25 0.717" 122.4 " 3.827" 3.853" 9.065"1214 " 731.0 " 94.35 " 39.15 " 6.270" 0.828" 0.454" 25
26 0.675" 80.04 " 3.702" 4.171" 8.635"1242 " 767.8 " 101.2 " 78.24 " 6.089" 0.892" 0.470" 26
27 0.635" 54.29 " 3.132" 4.248" 7.490"1087 " 481.0 " 389.1 " 96.64 " 5.503" 0.873" 0.475" 27
28 0.644" 39.02 " 2.749" 4.302" 6.390"1044 " 438.8 " 313.7 " 121.0 " 5.158" 0.888" 0.472" 28
29 0.659" 2.392" 4.302" 5.764"1251 " 378.1 " 188.8 " 98.36 " 4.954" 0.859" 0.485" 29
30 0.653" 2.257" 4.266" 7.317"4128 " 292.8 " 126.6 " 64.79 " 4.769" 0.790" 0.495" 30
31 0.615" 2.231" 9.251" 294.5 " 96.99 " 4.450" 0.501" 31
Mean 0.641" 81.82 " 7.791" 2.281" 8.340" 787.0 " 386.1 " 183.7 " 54.40 " 43.86 " 2.326" 0.563"
Median 0.644" 0.944" 5.068" 1.641" 8.307" 660.8 " 292.8 " 107.7 " 39.07 " 16.17 " 1.769" 0.534"
Maximum 0.717" 861.0 " 29.70 " 4.302" 18.95 "4128 "2147 " 843.1 " 140.7 " 373.9 " 4.293" 0.787"
Minimum 0.516" 0.564" 2.231" 1.158" 4.031" 9.493" 54.76 " 45.61 " 20.04 " 4.450" 0.790" 0.454"
Total 19.88" 2046 " 241.5 " 68.43" 258.5 "14954 "11971 " 5694 " 1632 " 1360 " 69.77" 17.46"
Missing Days 0 3 0 0 0 11 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 109.2 " " ... Relative Uncertainty +/-10%
Ann. Median 6.390" [ ... Not Available
Annual Total 38330 "
Missing Days 14
Maximum Minimum
Daily 4128 " 0.454"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1971
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.516" 0.775" 1.005"3035 " 5.316" 10.08 " 13.33 " 116.0 " 47.05 " 41.59 " 10.25 " 1.893" 1
2 0.520" 0.693" 0.934"1391 " 5.206" 10.94 " 12.62 " 133.3 " 35.00 " 38.74 " 9.382" 1.772" 2
3 0.534" 0.677" 0.923" 604.5 " 4.907" 12.55 " 13.30 " 103.8 " 28.43 " 110.0 " 8.689" 1.772" 3
4 0.534" 0.693" 0.941" 340.9 " 4.776" 11.86 " [ ] 75.97 " 24.64 " 81.53 " 7.909" 1.722" 4
5 0.540" 0.857" 0.954" 214.9 " 4.609" 14.31 " [ ] 72.77 " 21.90 " 56.34 " 7.328" 1.633" 5
6 0.561" 0.888" 0.997" 143.6 " 4.507" 26.26 " [ ] 55.27 " 18.99 " 44.84 " 6.456" 1.306" 6
7 0.568" 25.72 ! 1.032" 101.3 " 4.402" 25.47 " [ ] 60.38 " 17.28 " 48.41 " 5.785" 1.237" 7
8 0.569" 25.61 " 1.047" 81.82 " 4.341" 21.85 " [ ] 56.60 " 16.91 " 139.0 " 5.392" 1.442" 8
9 0.585" 16.20 " 1.035" 61.26 " 4.266" 40.04 " [ ] 45.72 " 16.23 " 87.54 " 4.952" 2.318" 9
10 0.587" 10.85 " 1.057" 51.37 " 4.170" 111.7 " [ ] 35.31 " 15.42 " 58.19 " 4.457" 2.489" 10
11 0.603" 8.451" 1.081" 71.25 " 3.981" 180.2 " [ ] 28.55 " 15.85 " 52.82 " 4.274" 2.491" 11
12 0.608" 6.581" 1.137" 52.51 " 3.885" 273.3 " [ ] 24.95 " 15.84 " 50.10 " 4.227" 2.390" 12
13 0.623" 5.223" 1.398" 39.63 " 3.690" 172.6 " [ ] 21.52 " 15.16 " 37.07 " 4.043" 1.979" 13
14 0.628" 4.308" 1.284" 32.00 " 3.601" 247.1 " 14.96 " 20.28 " 15.86 " 28.62 " 3.844" 1.593" 14
15 0.709" 3.553" 110.2 " 26.85 " 3.582" 191.3 " 14.08 " [ ] 16.77 " 24.62 " 3.716" 1.346" 15
16 0.734" 3.059" 167.7 " 21.96 " 3.645" 109.0 " 13.17 " [ ] 15.47 " 20.36 " 3.582" 1.280" 16
17 0.723" 2.560" 83.17 " 18.71 " 3.627" 76.34 " 19.26 " [ ] 14.34 " 17.68 " 3.553" 1.170" 17
18 0.703" 2.152" 47.71 " 16.42 " 3.582" 61.68 " 57.67 " [ ] 12.99 " 15.49 " 3.423" 1.076" 18
19 0.715" 1.699" 31.67 " 14.16 " 3.582" 49.41 " 40.64 " [ ] 12.72 " 14.04 " 3.268" 1.002" 19
20 0.707" 1.444" 23.73 " 12.33 " 3.629" 39.51 " 30.59 " [ ] 11.90 " 12.73 " 3.128" 0.894" 20
21 0.677" 1.283" 18.09 " 11.02 " 3.722" 33.07 " 25.61 " 228.5 " 11.59 " 11.73 " 3.020" 0.800" 21
22 0.672" 1.212" 14.16 " 10.18 " 4.180" 28.45 " 21.00 " 148.5 " 12.62 " 11.08 " 2.903" 0.756" 22
23 0.655" 1.186" 11.33 " 9.461" 4.961" 26.14 " 18.73 " 105.2 " 14.37 " 14.60 " 2.862" 0.743" 23
24 0.659" 1.139" 9.813" 8.658" 5.011" 23.64 " 18.90 " 82.60 " 37.34 " 87.62 " 2.862" 0.756" 24
25 0.659" 1.118" 8.385" 8.005" 4.898" 20.37 " 18.43 " 62.40 " 36.89 " 68.09 " 2.864" 0.756" 25
26 0.641" 1.130" 7.030" 7.451" 5.068" 18.89 " 16.92 " 53.88 " 37.20 " 41.38 " 2.911" 0.756" 26
27 0.641" 1.129" 6.983" 6.918" 5.368" 18.26 " 15.81 " 50.07 " 162.4 " 28.62 " 2.766" 0.756" 27
28 0.641" 1.031" 8.915" 6.439" 5.377" 16.82 " 20.62 " 51.18 " 122.9 " 21.56 " 2.453" 0.762" 28
29 0.607" 9.343" 5.986" 5.420" 15.05 " 63.09 " 134.9 " 74.31 " 17.22 " 2.345" 0.791" 29
30 0.655" 926.3 ! 5.568" 5.637" 14.12 " 50.44 " 109.2 " 51.01 " 14.38 " 2.199" 0.779" 30
31 0.802" 2025 " 8.935" 38.54 " 66.27 " 11.72 " 0.773" 31
Mean 0.631" 4.686! 113.7 ! 213.7 " 4.577" 63.34 " 25.60 " 77.72 " 31.64 " 42.19 " 4.495" 1.330"
Median 0.641" 1.363! 7.030! 24.41 " 4.402" 26.20 " 18.90 " 62.40 " 16.84 " 37.07 " 3.649" 1.237"
Maximum 0.802" 25.72 !2025 !3035 " 8.935" 273.3 " 63.09 " 228.5 " 162.4 " 139.0 " 10.25 " 2.491"
Minimum 0.516" 0.677! 0.923! 5.568" 3.582" 10.08 " 12.62 " 20.28 " 11.59 " 11.08 " 2.199" 0.743"
Total 19.58 " 131.2 !3524 !6411 " 141.9 "1900 " 537.7 "1943 " 949.3 "1308 " 134.8 " 41.23 "
Missing Days 0 0 0 0 0 0 10 6 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.83 ! ! ... Not reviewed / Quality not known
Ann. Median 10.08 ! " ... Relative Uncertainty +/-10%
Annual Total 17042 ! [ ... Not Available
Missing Days 16
Maximum Minimum
Daily 3035 ! 0.516!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1972
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.734" 0.712" 0.888" 0.932" 1.351" 2.652" 211.1 " 593.9 " 255.8 " 13.38 " 3.843" 1.817" 1
2 0.645" 0.715" 0.888" 0.932" 1.312" 2.217" 155.9 " 438.8 " 211.1 " 12.61 " 3.865" 1.785" 2
3 0.591" 0.715" 0.868" 0.932" 1.185" 2.094" 137.6 " 396.9 " 171.9 " 11.43 " 3.851" 1.754" 3
4 0.590" 0.742" 0.867" 0.932" 1.133" 1.889" 449.3 " 961.9 " 149.6 " 10.57 " 3.857" 1.723" 4
5 0.592" 0.722" 0.867" 0.930" 1.133" 52.53 "1152 "1156 " 133.4 " [ ] 3.858" 1.692" 5
6 0.596" 0.730" 0.867" 0.994" 1.133" 41.55 "1037 " 727.9 " 121.5 " [ ] 3.692" 1.661" 6
7 0.600" 0.734" 0.894" 1.727" 1.138" 28.30 " 727.4 " 570.9 " 114.6 " [ ] 3.545" 1.630" 7
8 0.605" 0.734" 0.932" 1.594" 1.158" 21.21 " 443.8 " 560.3 " 108.8 " [ ] 3.509" 1.600" 8
9 0.609" 0.734" 0.932" 1.360" 1.158" 17.12 " 305.4 " 499.3 " 95.68 " [ ] 3.327" 1.570" 9
10 0.613" 0.734" 0.932" 1.235" 1.158" 14.24 " 279.9 " 404.6 " 84.84 " [ ] 3.106" 1.541" 10
11 0.617" 0.734" 0.932" 1.234" 1.158" 11.51 " 295.9 " 295.6 " 71.36 " [ ] 2.814" 1.506" 11
12 0.622" 0.734" 0.932" 1.215" 1.158" 9.972" 217.6 " 222.7 " 61.87 " [ ] 2.602" 1.459" 12
13 0.626" 0.734" 0.932" 1.235" 1.158" 10.03 " 211.9 " 176.5 " 74.17 " [ ] 2.577" 1.413" 13
14 0.630" 0.734" 0.932" 1.185" 1.158" 10.36 " 182.0 " 147.3 " 77.05 " [ ] 2.549" 1.386" 14
15 0.634" 0.725" 0.932" 1.235" 1.158" 8.937" 161.0 " 122.3 " 74.44 " [ ] 2.507" 1.359" 15
16 0.639" 0.696" 0.932" 1.200" 1.158" 8.260" 168.8 " 110.4 " 60.18 " [ ] 2.465" 1.332" 16
17 0.643" 0.696" 0.925" 1.184" 1.180" 7.703" 134.0 " 123.0 " 57.17 " [ ] 2.423" 1.305" 17
18 0.647" 0.696" 0.929" 1.184" 1.184" 7.395" 108.1 " 503.7 " 57.99 " [ ] 2.383" 1.279" 18
19 0.651" 0.696" 0.929" 1.190" 1.184" 7.010" 89.81 "1105 " 50.20 " 7.000" 2.344" 1.253" 19
20 0.656" 0.696" 0.917" 1.273" 1.184" 6.331" 73.34 " 966.9 " 44.76 " 7.048" 2.305" 1.228" 20
21 0.660" 0.696" 0.922" 1.402" 1.184" 7.373" 59.78 "1660 " 47.08 " 6.631" 2.267" 1.203" 21
22 0.664" 0.705" 0.910" 1.531" 1.184" 9.226" 52.66 "1428 " 43.46 " 6.208" 2.229" 1.180" 22
23 0.669" 0.715" 0.910" 1.443" 1.184" 12.78 " 54.36 " 877.2 " 33.46 " 5.792" 2.188" 1.156" 23
24 0.673" 0.738" 0.910" 1.336" 1.184" 379.8 " 343.6 " 786.2 " 27.55 " 5.201" 2.144" 1.133" 24
25 0.707" 0.754" 0.910" 1.300" 1.184" 750.4 " 639.5 " 739.9 " 23.41 " 4.698" 2.099" 1.110" 25
26 0.729" 0.763" 0.910" 1.322" 1.184" 999.6 " 321.3 " 695.3 " 20.18 " 4.342" 2.055" 1.086" 26
27 0.696" 0.820" 0.910" 1.337" 1.184" 764.4 " 225.4 " 712.0 " 19.15 " 3.943" 2.006" 1.062" 27
28 0.679" 0.888" 0.898" 1.351" 1.199" 517.7 " 628.9 " 885.4 " 16.79 " 4.242" 1.950" 1.038" 28
29 0.681" 0.888" 0.888" 1.351" 1.210" 384.9 " 717.9 " 853.8 " 15.24 " 4.253" 1.895" 1.014" 29
30 0.696" 0.888" 1.351" 1.476" 269.8 " 948.6 " 505.7 " 13.94 " 4.156" 1.850" 0.990" 30
31 0.696" 0.913" 2.216" 807.3 " 343.2 " 3.888" 0.968" 31
Mean 0.648" 0.737" 0.909" 1.248" 1.224" 145.6 " 365.8 " 631.3 " 77.88 " 6.788" 2.737" 1.362"
Median 0.645" 0.734" 0.910" 1.235" 1.184" 10.93 " 225.4 " 570.9 " 61.02 " 5.792" 2.486" 1.332"
Maximum 0.734" 0.888" 0.932" 1.727" 2.216" 999.6 "1152 "1660 " 255.8 " 13.38 " 3.865" 1.817"
Minimum 0.590" 0.696" 0.867" 0.930" 1.133" 1.889" 52.66 " 110.4 " 13.94 " 3.888" 1.850" 0.968"
Total 20.09" 21.38" 28.19" 37.43" 37.93" 4367 "11341 "19571 " 2337 " 115.4 " 82.10" 42.23"
Missing Days 0 0 0 0 0 0 0 0 0 14 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 108.0 " " ... Relative Uncertainty +/-10%
Ann. Median 1.676" [ ... Not Available
Annual Total 38000 "
Missing Days 14
Maximum Minimum
Daily 1660 " 0.590"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1973
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.947" 0.641" 0.658" 0.708" [ ] [ ] 25.61 " 470.6 " 178.8 " 187.2 " 17.11 " 2.409" 1
2 0.927" 0.641" 0.659" 0.711" [ ] [ ] 21.97 " 370.4 " 454.4 " 154.0 " 15.35 " 2.171" 2
3 0.907" 0.641" 0.660" 0.713" [ ] [ ] 19.29 " 258.1 " 371.8 " 129.2 " 13.41 " 1.979" 3
4 0.887" 0.641" 0.661" 0.715" [ ] [ ] 17.79 " 204.5 " 287.7 " 104.7 " 12.04 " 1.858" 4
5 0.867" 0.641" 0.662" 0.718" [ ] [ ] 16.82 " 382.1 " 205.7 " 88.39 " 11.37 " 1.859" 5
6 0.846" 0.641" 0.663" 0.720" [ ] [ ] 17.10 "2387 " 165.6 " 72.59 " 10.69 " 1.659" 6
7 0.825" 0.641" 0.664" 0.723" [ ] [ ] 18.09 "3464 " 135.7 " 60.97 " 10.47 " 1.591" 7
8 0.805" 0.641" 0.665" 0.725" [ ] [ ] 17.86 "1919 " 648.9 " 51.72 " 10.32 " 1.564" 8
9 0.785" 0.641" 0.666" 0.728" [ ] [ ] 16.86 "1150 "4073 " 44.47 " 9.832" 1.539" 9
10 0.765" 0.641" 0.667" 0.730" [ ] [ ] 15.54 " 779.3 "2087 " 38.02 " 9.325" 1.539" 10
11 0.746" 0.641" 0.668" 0.733" [ ] [ ] 21.23 " 654.6 "3253 " 33.26 " 8.665" 1.539" 11
12 0.727" 0.641" 0.670" 0.735" [ ] [ ] 34.17 " 780.6 "6314 " 29.15 " 8.133" 1.539" 12
13 0.709" 0.641" 0.671" 0.738" [ ] [ ] 29.68 " 681.4 "4364 " 25.81 " 7.836" 1.468" 13
14 0.692" 0.642" 0.672" 0.741" [ ] 327.4 " 27.02 " 633.9 "2726 " 22.75 " 8.110" 1.356" 14
15 0.678" 0.643" 0.673" 0.743" [ ] 297.4 " 26.89 " 772.6 "1554 " 20.43 " 8.042" 1.351" 15
16 0.677" 0.644" 0.674" 0.746" [ ] 152.6 " 212.2 "1065 "1093 " 18.62 " 7.694" 1.351" 16
17 0.677" 0.645" 0.675" 0.749" 1.060" 86.72 " 388.8 " 827.7 " 824.8 " 18.30 " 7.139" 1.271" 17
18 0.677" 0.646" 0.676" 0.751" 1.063" 55.92 " 290.5 " 465.7 " 652.4 " 17.25 " 6.611" 1.208" 18
19 0.677" 0.647" 0.677" 0.754" 1.012" 42.26 "2284 " 316.5 " 498.3 " 16.21 " 5.941" 1.141" 19
20 0.677" 0.648" 0.679" [ ] 0.927" 33.57 "1882 " 254.1 " 408.2 " 16.04 " 5.091" 1.149" 20
21 0.677" 0.649" 0.682" [ ] 0.856" 32.04 " 776.3 " 353.2 " 327.8 " 15.85 " 4.461" 1.184" 21
22 0.677" 0.650" 0.684" [ ] 0.788" 214.2 " 660.8 " 421.0 " 261.7 " 14.56 " 3.952" 1.041" 22
23 0.677" 0.651" 0.687" [ ] 0.773" 134.3 " 510.7 " 330.9 " 224.0 " 13.40 " 4.022" 1.048" 23
24 0.677" 0.652" 0.689" [ ] 0.832" 94.33 " 431.0 " 250.7 " 216.8 " 13.12 " 4.104" 0.981" 24
25 0.702" 0.653" 0.691" [ ] 0.894" 171.9 " 811.2 " 213.6 " 551.0 " 13.13 " 3.801" 0.954" 25
26 0.696" 0.654" 0.694" [ ] 0.951" 114.9 "1719 " 169.0 "1338 " 12.85 " 3.311" 0.954" 26
27 0.642" 0.656" 0.696" [ ] 0.988" 74.17 " 929.8 " 143.9 " 789.2 " 55.74 " 2.948" 0.932" 27
28 0.641" 0.657" 0.699" [ ] [ ] 52.00 " 717.5 " 119.2 " 436.5 " 42.48 " 2.717" 0.851" 28
29 0.641" 0.701" [ ] [ ] 38.55 " 714.6 " 103.9 " 308.5 " 29.17 " 2.747" 0.844" 29
30 0.641" 0.703" [ ] [ ] 30.26 " 681.8 " 93.70 " 242.1 " 24.09 " 2.538" 0.843" 30
31 0.641" 0.706" [ ] 549.8 " 93.51 " 19.53 " 0.799" 31
Mean 0.736" 0.645" 0.677" 0.731" 0.922" 114.9 " 447.9 " 649.4 "1166 " 45.26 " 7.593" 1.354"
Median 0.692" 0.642" 0.674" 0.730" 0.927" 86.72 " 212.2 " 382.1 " 476.4 " 25.81 " 7.765" 1.351"
Maximum 0.947" 0.657" 0.706" 0.754" 1.063" 327.4 "2284 "3464 "6314 " 187.2 " 17.11 " 2.409"
Minimum 0.641" 0.641" 0.658" 0.708" 0.773" 30.26 " 15.54 " 93.51 " 135.7 " 12.85 " 2.538" 0.799"
Total 22.81" 18.07" 20.99" 13.88" 10.14" 1953 "13886 "20130 "34993 " 1403 " 227.8 " 41.97"
Missing Days 0 0 0 11 20 13 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 226.5 " " ... Relative Uncertainty +/-10%
Ann. Median 4.461" [ ... Not Available
Annual Total 72720 "
Missing Days 44
Maximum Minimum
Daily 6314 " 0.641"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1974
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.79" 0.58" 0.66" 1.08" [ ] 527.0 " 1753 " 6066 " 231.0 " 23.37" 15.18" 5.65" 1
2 0.78" 0.67" 0.63" 0.88" [ ] 504.9 " 1409 "10622 " 200.9 " 22.89" 14.51" 5.34" 2
3 0.76" 0.88" 0.65" 6.71" [ ] 584.4 " 2172 " 7059 " 186.6 " 21.69" 13.93" 5.05" 3
4 0.76" 0.69" 0.62" 180.6 " [ ] 582.2 " 2707 " 7351 " 183.1 " 20.72" 12.65" 4.65" 4
5 0.69" 0.53" 0.64" 1811 " [ ] 560.1 " 2150 "11047 " 174.3 " 19.77" 11.56" 4.36" 5
6 0.70" 0.52" 0.70" 598.3 " [ ] 799.8 " 1415 " 9312 " 149.6 " 19.33" 10.98" 4.21" 6
7 0.68" 0.48" 0.70" 231.3 " [ ] 645.3 " 989.6 " 6185 " 130.7 " 19.66" 10.43" 4.09" 7
8 0.65" 0.50" 0.66" 112.0 " [ ] 441.4 " 721.1 " 4679 " 115.9 " 19.81" 10.13" 4.09" 8
9 0.70" 0.51" 0.64" 67.94" [ ] 324.7 " 596.7 " 3061 " 100.0 " 21.19" 9.98" 4.09" 9
10 0.58" 0.59" 0.62" 46.46" [ ] 221.5 " 692.3 " 2094 " 85.18" 21.30" 9.52" 4.12" 10
11 0.61" 0.63" 0.62" 34.49" [ ] 164.6 " 868.4 " 1526 " 77.06" 21.77" 8.97" 4.11" 11
12 0.63" 0.63" 0.53" 26.60" [ ] 129.1 " 657.8 " 1287 " 76.22" 28.06" 8.30" 4.09" 12
13 0.54" 0.61" 0.53" 23.98" [ ] 106.4 " 830.4 " 1936 " 77.78" 25.72" 7.99" 4.05" 13
14 0.42" 0.63" 0.56" 28.52" [ ] 84.99" 1534 " 2632 " 73.21" 22.73" 7.68" 4.03" 14
15 0.43" 0.62" 0.52" 34.58" 695.2 " 71.02" 2133 " 1900 " 76.04" 20.89" 7.45" 3.95" 15
16 0.45" 0.57" 0.52" 67.35" 488.1 " 61.78" 1814 " 1858 " 73.69" 18.76" 7.28" 3.65" 16
17 0.46" 0.55" 0.64" 104.1 " 339.7 " 52.19" 3577 " 1416 " 63.06" 16.71" 7.11" 3.49" 17
18 0.47" 0.50" 0.64" 65.24" 197.3 " 44.32" 5285 " 1183 " 56.84" 15.37" 7.19" 3.48" 18
19 0.50" 0.46" 0.63" 46.49" 127.1 " 39.47" 4065 " 1098 " 60.36" 14.86" 7.62" 3.25" 19
20 0.53" 0.53" 0.62" 36.91" 85.93" 35.52" 3021 " 996.6 " 66.11" 20.37" 7.68" 2.90" 20
21 0.49" 0.55" 0.69" 27.79" 63.14" 33.50" 1829 " 843.0 " 88.31" 20.05" 7.67" 2.66" 21
22 0.49" 0.55" 0.83" [ ] 48.15" 31.20" 1259 " 755.1 " 68.88" 19.35" 7.61" 2.62" 22
23 0.50" 0.58" 0.76" [ ] 39.33" 33.89" 1055 " 723.3 " 52.90" 20.94" 7.53" 2.56" 23
24 0.48" 0.60" 0.73" [ ] 37.10" 42.38" 974.4 " 751.8 " 43.03" 19.67" 7.32" 2.40" 24
25 0.53" 0.60" 0.70" [ ] 138.0 " 53.98" 2480 " 578.9 " 37.82" 19.50" 7.02" 2.30" 25
26 0.54" 0.64" 0.64" [ ] 557.6 " 165.6 " 3742 " 440.7 " 33.56" 23.08" 6.73" 2.34" 26
27 0.57" 0.60" 0.67" [ ] 1372 " 2204 " 1980 " 369.6 " 29.91" 22.50" 6.51" 2.26" 27
28 0.57" 0.62" 0.73" [ ] 1478 " 6214 " 1116 " 320.6 " 27.05" 21.36" 6.33" 2.17" 28
29 0.56" 0.76" [ ] 1020 " 4968 " 1405 " 288.0 " 25.39" 20.35" 6.11" 2.08" 29
30 0.55" 0.81" [ ] 760.2 " 2901 " 6976 " 261.0 " 24.17" 19.61" 5.88" 1.96" 30
31 0.56" 0.93" 636.6 " 7727 " 250.9 " 17.35" 1.90" 31
Mean 0.580" 0.587" 0.663" 169.2 " 475.5 " 754.3 "2224 "2868 " 89.63 " 20.60 " 8.829" 3.481"
Median 0.560" 0.586" 0.639" 46.46 " 339.7 " 165.1 "1753 "1416 " 74.86 " 20.37 " 7.671" 3.649"
Maximum 0.79" 0.88" 0.93" 1811 " 1478 " 6214 " 7727 "11047 " 231.0 " 28.06" 15.18" 5.65"
Minimum 0.425" 0.459" 0.518" 0.879" 37.10 " 31.20 " 596.7 " 250.9 " 24.17 " 14.86 " 5.883" 1.904"
Total 17.97" 16.43" 20.56" 3553 " 8084 "22628 "68935 "88893 " 2689 " 638.7 " 264.9 " 107.9 "
Missing Days 0 0 0 9 14 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 572.7 " " ... Relative Uncertainty +/-10%
Ann. Median 20.80 " [ ... Not Available
Annual Total 195849 "
Missing Days 23
Maximum Minimum
Daily 11047 " 0.425"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1975
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.864" 0.922" 0.758" 2.587" 14.63 " 50.71 " 106.4 "4973 " 358.7 " 27.32 " 15.82 " 6.113" 1
2 1.856" 0.883" 0.776" 2.702" 14.07 " 42.08 " 78.59 "3305 " 472.6 " 24.82 " 14.39 " 6.012" 2
3 1.830" 0.831" 0.777" 2.694" 19.79 " 53.97 " 63.58 "2077 " 364.3 " 22.71 " 13.36 " 6.014" 3
4 1.794" 0.799" 0.777" 2.559" 20.57 " 64.02 " 51.90 "1348 " 193.4 " 21.23 " 12.73 " 5.992" 4
5 1.731" 0.799" 0.777" 2.497" 19.12 " 70.76 " 43.78 " 995.5 " 135.2 " 21.08 " 12.10 " 5.895" 5
6 1.712" 0.799" 0.791" 2.465" 16.54 " 51.65 " 38.07 " 727.6 " 102.8 " 20.94 " 11.48 " 5.666" 6
7 1.712" 0.785" 0.821" 2.616" 14.51 " 43.43 " 33.35 " 556.6 " 75.16 " 21.01 " 10.76 " 5.496" 7
8 1.712" 0.777" 0.845" 3.440" 13.09 " 36.23 " 30.81 " 473.1 " 62.84 " 23.90 " 10.13 " 5.315" 8
9 1.716" 0.777" 0.867" 3.590" 12.19 " 54.62 " 28.19 " 408.8 " 53.39 " 47.21 " 9.579" 4.999" 9
10 1.771" 0.776" 0.878" 5.882" 11.19 " [ ] 26.20 " 383.9 " 45.55 " 53.59 " 9.054" 4.428" 10
11 1.641" 0.756" 0.888" 6.833" 10.09 " [ ] 32.66 " 321.7 " 41.75 " 40.98 " 8.868" 4.364" 11
12 1.574" 0.756" 0.888" 6.755" 9.315" [ ] 456.2 " 268.7 " 39.41 " 34.33 " 8.616" 4.319" 12
13 1.539" 0.756" 1.273" 6.324" 9.018" [ ] 759.1 " 217.3 " 37.46 " 32.78 " 8.268" 14.07 " 13
14 1.548" 0.747" 2.257" 5.869" 9.040" 44.93 " 640.3 " 180.3 " 35.27 " 32.75 " 8.038" 38.04 " 14
15 1.564" 0.734" 2.341" 5.725" 9.004" 36.21 " 485.8 " 150.1 " 34.80 " 33.72 " 7.814" 25.46 " 15
16 1.541" 0.734" 2.320" 5.967" 8.750" 31.55 " 376.5 " 130.5 " 34.99 " 30.49 " 7.763" 17.81 " 16
17 1.567" 0.731" 1.968" 8.540" 8.531" 30.84 " 284.6 " 130.3 " 42.35 " 362.9 " 8.303" 12.58 " 17
18 1.553" 0.715" 1.860" 11.68 " 8.289" 32.05 " 461.5 " 177.3 " 75.22 " 285.3 " 8.030" 9.493" 18
19 1.539" 0.795" 1.847" 405.8 " 8.070" 76.94 " 901.5 " 800.7 " 139.9 " 162.5 " 7.841" 7.737" 19
20 1.523" 0.696" 1.921" 283.2 " 8.028" 90.58 " 627.3 "1430 " 132.0 " 187.4 " 7.842" 6.713" 20
21 1.458" 0.623" 2.252" 153.0 " 8.095" 62.01 " 542.0 " 815.7 " 172.5 " 165.1 " 7.739" 5.803" 21
22 1.385" 0.623" 2.558" 107.3 " 7.886" 46.83 " 602.0 " 535.4 " 322.6 " 143.3 " 7.535" 4.879" 22
23 1.333" 0.623" 2.577" 69.52 " 7.833" 110.8 " 425.4 " 456.0 " 184.7 " 101.6 " 7.376" 3.783" 23
24 1.282" 0.596" 2.654" 47.30 " 7.862" 102.1 " 356.6 " 397.5 " 120.9 " 67.83 " 7.277" 2.883" 24
25 1.233" 0.587" 3.372" 35.35 " 7.816" 145.2 " 269.4 " 358.4 " 82.30 " 48.03 " 7.200" 2.911" 25
26 1.186" 0.596" 3.693" 27.54 " 7.648" 322.8 " 204.7 " 365.0 " 62.48 " 37.82 " 7.048" 2.830" 26
27 1.141" 0.605" 3.640" 23.26 " 8.156" 203.6 " 211.1 " 282.3 " 48.82 " 31.10 " 6.857" 2.561" 27
28 1.096" 0.653" 3.536" 20.61 " 8.454" 220.6 " 845.5 " 216.6 " 39.90 " 25.17 " 6.677" 2.404" 28
29 1.050" 3.420" 18.11 " 8.411" 219.8 "3195 " 188.9 " 34.53 " 22.02 " 6.511" 2.247" 29
30 1.004" 3.000" 15.78 " 18.34 " 146.6 "8284 " 151.6 " 30.51 " 19.78 " 6.402" 1.868" 30
31 0.961" 2.612" 72.19 " 8127 " 127.4 " 17.60 " 1.799" 31
Mean 1.497" 0.731" 1.901" 43.18 " 13.11 " 91.96 " 922.2 " 740.3 " 119.2 " 69.88 " 9.047" 7.435"
Median 1.548" 0.752" 1.921" 6.794" 9.018" 58.31 " 356.6 " 383.9 " 69.00 " 32.78 " 8.034" 5.496"
Maximum 1.864" 0.922" 3.693" 405.8 " 72.19 " 322.8 "8284 "4973 " 472.6 " 362.9 " 15.82 " 38.04 "
Minimum 0.961" 0.587" 0.758" 2.465" 7.648" 30.84 " 26.20 " 127.4 " 30.51 " 17.60 " 6.402" 1.799"
Total 46.42" 20.47" 58.95" 1295 " 406.5 " 2391 "28589 "22950 " 3576 " 2166 " 271.4 " 230.5 "
Missing Days 0 0 0 0 0 4 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 171.8 " " ... Relative Uncertainty +/-10%
Ann. Median 12.19 " [ ... Not Available
Annual Total 62002 "
Missing Days 4
Maximum Minimum
Daily 8284 " 0.587"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1976
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.662" 1.330" 1.524" 2.216" 6.801" 110.6 " 30.12 " 16.19 " 193.3 " 12.51 " [ ] 3.467" 1
2 1.571" 1.294" 264.1 " 2.083" 6.579" 139.3 " 28.19 " 14.48 " 156.8 " 11.55 " [ ] 3.285" 2
3 1.463" 1.297" 214.9 " 1.989" 6.393" 104.1 " 46.26 " 13.56 " 157.1 " 12.33 " [ ] 3.070" 3
4 1.285" 1.294" 154.6 " 1.917" 6.172" 69.87 " 43.70 " 13.33 " 118.3 " 11.85 " [ ] 2.834" 4
5 1.234" 1.300" 85.13 " 1.826" 5.911" 46.88 " 44.38 " 12.49 " 116.4 " 12.00 " 3.000" 2.650" 5
6 1.325" 1.296" 48.00 " 1.819" 5.733" 34.65 " 43.20 " 12.17 " 218.2 " 14.02 " 2.909" 2.442" 6
7 1.491" 1.296" 32.22 " 1.831" 5.548" 27.11 " 35.67 " 12.75 " 184.3 " [ ] 2.857" 2.341" 7
8 1.625" 1.295" 22.91 " 1.860" 5.277" 22.86 " 29.36 " 13.89 " 138.5 " [ ] 2.885" 2.195" 8
9 1.645" 1.294" 17.63 " 1.890" 5.037" 20.35 " 25.57 " 25.42 " 118.7 " [ ] 3.132" 2.108" 9
10 1.668" 1.275" 13.64 " 1.887" 4.734" 18.22 " 23.79 " 60.23 " 84.25 " [ ] 4.012" 1.976" 10
11 1.670" 1.263" 136.2 " 1.875" 4.611" 16.39 " 22.39 " 76.33 " 63.34 " [ ] 5.656" 1.870" 11
12 1.654" 1.265" 95.68 " 2.458" 4.426" 15.01 " 20.39 " 62.32 " 48.58 " [ ] 6.615" 1.768" 12
13 1.648" 1.262" 37.68 " 2.621" 4.334" 13.88 " 19.56 " 47.02 " 39.54 " [ ] 6.739" 1.761" 13
14 1.644" 1.265" 23.02 " 3.066" 5.912" 12.99 " 18.15 " 41.10 " 33.06 " [ ] 7.363" 1.698" 14
15 1.629" 1.265" 15.90 " 4.192" 10.98 " 12.15 " 16.16 " 578.3 " 27.88 " [ ] 21.96 " 1.686" 15
16 1.657" 1.259" 11.85 " 5.258" 13.84 " 11.46 " 14.49 "2661 " 24.54 " [ ] 34.13 " 1.632" 16
17 1.651" 1.256" 9.442" 7.083" 32.65 " 10.59 " 13.24 "1283 " 22.23 " [ ] 26.00 " 1.607" 17
18 1.673" 1.248" 7.615" 7.943" 44.80 " 10.09 " 12.21 " 662.2 " 21.97 " [ ] 20.05 " 1.478" 18
19 1.678" 1.220" 6.593" 9.533" 57.28 " 9.594" 11.02 " 486.7 " 19.81 " [ ] 15.25 " 1.487" 19
20 1.664" 1.199" 5.857" 36.24 " 41.89 " 9.524" 10.35 " 287.1 " 18.35 " [ ] 12.34 " 1.440" 20
21 1.641" 1.191" 5.234" 29.24 " 52.43 " 9.653" 10.00 " 182.1 " 17.90 " [ ] 9.977" 1.369" 21
22 1.631" 1.187" 4.544" 21.90 " 69.90 " 12.23 " 9.600" 135.2 " 16.23 " [ ] 8.423" 1.369" 22
23 1.540" 1.184" 3.984" 17.05 " 177.8 " 13.04 " 9.772" 107.0 " 14.74 " [ ] 7.339" 1.304" 23
24 1.507" 1.169" 3.499" 13.73 " 106.4 " 92.67 " 10.26 " 82.53 " 14.32 " [ ] 6.754" 1.258" 24
25 1.473" 1.195" 3.136" 11.89 " 57.17 " 195.0 " 9.608" 66.87 " 14.60 " [ ] 6.100" 1.219" 25
26 1.374" 1.225" 2.821" 10.10 " 37.69 " 122.0 " 9.407" 54.13 " 14.31 " [ ] 5.207" 1.191" 26
27 1.322" 1.334" 2.611" 8.902" 28.05 " 73.24 " 9.137" 44.01 " 13.75 " [ ] 4.493" 1.150" 27
28 1.327" 1.967" 2.548" 8.053" 22.63 " 49.64 " 9.325" 41.16 " 13.80 " [ ] 4.004" 1.123" 28
29 1.330" 1.699" 2.398" 7.501" 20.90 " 39.27 " 9.867" 40.99 " 12.98 " [ ] 3.756" 1.133" 29
30 1.337" 2.330" 7.087" 20.49 " 33.37 " 14.69 " 135.3 " 12.82 " [ ] 3.640" 1.102" 30
31 1.341" 2.318" 20.44 " 18.24 " 347.1 " [ ] 1.081" 31
Mean 1.528" 1.297" 40.00 " 7.835" 28.80 " 45.19 " 20.26 " 245.7 " 65.02 " 12.38 " 9.023" 1.809"
Median 1.625" 1.265" 9.442" 4.725" 13.84 " 21.60 " 16.16 " 60.23 " 26.21 " 12.17 " 6.357" 1.632"
Maximum 1.678" 1.967" 264.1 " 36.24 " 177.8 " 195.0 " 46.26 "2661 " 218.2 " 14.02 " 34.13 " 3.467"
Minimum 1.234" 1.169" 1.524" 1.819" 4.334" 9.524" 9.137" 12.17 " 12.82 " 11.55 " 2.857" 1.081"
Total 47.36 " 37.62 "1240 " 235.0 " 892.8 "1356 " 628.1 "7616 "1951 " 74.25 " 234.6 " 56.09 "
Missing Days 0 0 0 0 0 0 0 0 0 25 4 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.63 " " ... Relative Uncertainty +/-10%
Ann. Median 9.600" [ ... Not Available
Annual Total 14368 "
Missing Days 29
Maximum Minimum
Daily 2661 " 1.081"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1977
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.018" 0.974" 1.185" 1.056" 1.310" 16.60 " 11.75 " 15.82 " 19.81 " 7.476" [ ] 1.885" 1
2 0.994" 0.977" 1.188" 1.059" 1.324" 14.51 " 11.18 " 15.65 " 19.04 " 7.222" [ ] 1.795" 2
3 1.005" 0.982" 1.187" 1.058" 1.329" 12.82 " 10.25 " 15.65 " 16.96 " 7.471" [ ] 1.699" 3
4 0.993" 0.995" 1.186" 1.058" 1.313" 11.42 " 9.966" 76.48 " 14.81 " 7.479" [ ] 1.602" 4
5 0.971" 0.978" 1.141" 1.071" 1.275" 11.73 " 10.74 " 95.78 " 13.61 " 7.176" [ ] 1.567" 5
6 0.958" 0.964" 1.129" 1.066" 4.470" 9.956" 11.35 " 56.05 " 12.53 " [ ] [ ] 1.567" 6
7 0.930" 0.959" 1.120" 1.071" 9.211" 9.026" 11.56 " 49.41 " 12.23 " [ ] [ ] 1.573" 7
8 0.914" 0.965" 1.110" 1.066" 8.287" 8.403" 14.66 " 43.75 " 11.91 " [ ] [ ] 1.546" 8
9 0.895" 0.982" 1.103" 1.062" 7.630" 8.947" 14.91 " 35.63 " 10.99 " [ ] [ ] 1.518" 9
10 0.904" 1.005" 1.036" 1.065" 7.690" 31.63 " 13.65 " 39.04 " 10.11 " [ ] [ ] 1.383" 10
11 0.853" 1.005" 0.995" 1.065" 7.550" 25.56 " 12.53 " 136.0 " 9.507" [ ] [ ] 1.381" 11
12 0.844" 0.999" 0.961" 1.065" 12.34 " 20.68 " 11.56 " 355.2 " 8.965" [ ] 3.106" 1.357" 12
13 0.862" 0.985" 0.959" 1.081" 19.93 " 17.08 " 10.56 " 286.4 " 8.478" [ ] 2.847" 1.317" 13
14 0.828" 0.999" 0.955" 1.071" 14.84 " 15.86 " 9.852" 191.6 " 8.136" [ ] 2.520" 1.294" 14
15 0.776" 0.977" 0.953" 1.092" 12.82 " 28.82 " 9.288" 441.0 " 8.081" [ ] 2.306" 1.264" 15
16 0.762" 0.982" 0.951" 1.062" 14.18 " 38.05 " 8.921" 298.1 " 8.464" [ ] 2.207" 1.185" 16
17 0.783" 1.017" 1.019" 1.065" 19.44 " 157.1 " 10.45 " 234.5 " 9.378" [ ] 2.119" 1.133" 17
18 0.777" 1.005" 1.054" 1.069" 24.88 " 117.5 " 11.19 " 195.9 " 9.566" [ ] 2.094" 1.108" 18
19 0.939" 1.003" 1.059" 1.058" 38.06 " 72.17 " 11.74 " 135.9 " 9.314" [ ] 1.950" 1.126" 19
20 1.087" 1.199" 1.068" 1.060" 51.52 " 60.27 " 12.89 " 101.5 " 8.767" [ ] 1.797" 1.158" 20
21 1.133" 1.431" 1.044" 1.074" 41.32 " 46.44 " 37.40 " 75.04 " 8.314" [ ] 1.694" 1.137" 21
22 1.059" 1.258" 1.049" 1.066" 42.97 " 35.04 " 41.74 " 66.88 " 8.002" [ ] 1.623" 1.142" 22
23 0.986" 1.243" 1.063" 1.066" 31.36 " 26.67 " 35.84 " 70.85 " 7.570" [ ] 1.567" 1.154" 23
24 0.959" 1.227" 1.064" 1.066" 24.07 " 22.35 " 53.62 " 54.25 " 7.337" [ ] 1.567" 1.157" 24
25 0.955" 1.179" 1.071" 1.066" 21.58 " 18.99 " 40.15 " 42.17 " 7.135" [ ] 1.567" 1.128" 25
26 0.994" 1.151" 1.069" 1.097" 18.69 " 16.76 " 30.88 " 35.38 " 6.833" [ ] 1.567" 1.190" 26
27 0.977" 1.164" 1.040" 1.158" 15.61 " 15.01 " 25.21 " 31.26 " 6.765" [ ] 1.567" 1.188" 27
28 1.000" 1.177" 1.056" 1.148" 13.84 " 13.91 " 22.50 " 27.39 " 6.725" [ ] 1.568" 1.204" 28
29 0.977" 1.042" 1.364" 12.96 " 13.08 " 19.71 " 24.75 " 6.564" [ ] 1.599" 1.140" 29
30 0.965" 1.042" 1.384" 11.98 " 12.46 " 16.97 " 23.16 " 6.828" [ ] 1.607" 1.064" 30
31 0.970" 1.053" 13.80 " 14.81 " 21.43 " [ ] 1.027" 31
Mean 0.938" 1.064" 1.063" 1.094" 16.37 " 30.30 " 18.32 " 106.2 " 10.09 " 7.365" 1.941" 1.322"
Median 0.959" 1.001" 1.056" 1.066" 13.80 " 16.92 " 12.53 " 56.05 " 8.866" 7.471" 1.694" 1.204"
Maximum 1.133" 1.431" 1.188" 1.384" 51.52 " 157.1 " 53.62 " 441.0 " 19.81 " 7.479" 3.106" 1.885"
Minimum 0.762" 0.959" 0.951" 1.056" 1.275" 8.403" 8.921" 15.65 " 6.564" 7.176" 1.567" 1.027"
Total 29.07 " 29.78 " 32.95 " 32.81 " 507.6 " 908.9 " 567.8 "3292 " 302.7 " 36.82 " 36.87 " 40.99 "
Missing Days 0 0 0 0 0 0 0 0 0 26 11 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.74 " " ... Relative Uncertainty +/-10%
Ann. Median 1.747" [ ... Not Available
Annual Total 5818 "
Missing Days 37
Maximum Minimum
Daily 441.0 " 0.762"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1978
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.072" 1.109" 8.309" 1.670" 17.31 " [ ] 91.56 " [ ] [ ] 27.91 " 4.262" 1.305" 1
2 1.210" 1.111" 7.533" 1.596" 14.78 " [ ] 90.14 " 141.5 " [ ] 24.13 " 4.225" 1.257" 2
3 1.218" 1.109" 6.554" 1.596" 13.30 " [ ] 73.03 " 118.0 " [ ] 24.51 " 4.448" 1.210" 3
4 1.210" 1.082" 5.651" 1.578" 12.31 " [ ] 60.74 " 97.15 " [ ] 25.82 " 4.452" 1.210" 4
5 1.167" 1.133" 4.867" 1.652" 11.10 " [ ] 54.14 " 83.43 " [ ] 50.31 " 4.379" 1.210" 5
6 1.175" 1.142" 4.124" 1.654" 10.04 " [ ] 50.34 " 78.83 " [ ] 61.33 " 4.208" 1.178" 6
7 1.117" 10.22 " 3.603" 1.595" 9.391" [ ] 43.53 " 75.24 " 13.27 " 39.75 " 4.162" 1.079" 7
8 1.156" 9.597" 3.289" 1.567" 9.100" [ ] 73.16 " 81.78 " 12.74 " 30.36 " 3.644" 1.098" 8
9 1.105" 7.521" 2.923" 1.594" 8.427" [ ] 140.3 " 76.43 " 12.85 " 29.62 " 3.284" 1.081" 9
10 1.065" 6.257" 2.730" 1.637" 7.522" [ ] 101.4 " 62.07 " 13.00 " 24.37 " 3.288" 1.098" 10
11 1.109" 5.033" 2.413" 1.625" 7.084" [ ] 81.70 " 47.51 " 13.28 " 20.68 " 2.959" 1.040" 11
12 1.111" 4.180" 2.405" 1.649" 6.734" [ ] 73.06 " 40.32 " 13.25 " 17.37 " 2.706" 1.029" 12
13 1.109" 3.566" 2.220" 1.638" 6.432" [ ] 55.63 " 35.70 " 18.78 " 14.15 " 2.633" 1.011" 13
14 1.092" 3.200" 2.157" 1.658" 6.329" [ ] 42.56 " 32.41 " 30.86 " 12.53 " 2.648" 1.015" 14
15 1.055" 2.831" 2.040" 1.729" [ ] [ ] 42.41 " 28.99 " 43.34 " 11.23 " 2.680" 1.049" 15
16 1.082" 2.525" 1.928" 1.732" [ ] [ ] 258.1 " 27.46 " 35.45 " 10.05 " 2.750" 0.967" 16
17 1.109" 407.1 " 2.004" 1.709" [ ] [ ] 957.8 " 27.23 " 31.75 " 8.916" 2.674" 0.954" 17
18 1.109" 316.7 " 2.055" 1.712" [ ] [ ] 974.2 " 70.08 " 26.96 " 8.236" 2.691" 104.3 " 18
19 1.109" 252.0 " 1.993" 1.712" [ ] [ ] 618.3 " 246.8 " 23.59 " 7.625" 2.737" 192.3 " 19
20 1.109" 158.4 " 2.058"1232 " [ ] [ ] 696.0 " 266.9 " 23.09 " 7.333" 2.392" 99.13 " 20
21 1.109" 73.67 " 2.064" 841.8 " [ ] [ ] 861.6 " [ ] 30.47 " 7.018" 2.174" 183.2 " 21
22 1.109" 41.19 " 2.010" 315.1 " [ ] 11.44 "1430 " [ ] 55.76 " 6.887" 1.855" 184.1 " 22
23 1.109" 27.70 " 2.009" 141.2 " [ ] 13.43 " [ ] [ ] 82.98 " 6.607" 1.636" 129.2 " 23
24 1.075" 21.88 " 2.005" 82.39 " [ ] 67.80 " [ ] [ ] 59.33 " 6.356" 1.521" 95.00 " 24
25 1.094" 17.42 " 1.990" 65.51 " [ ] 303.8 " [ ] [ ] 49.70 " 6.400" 1.542" 57.14 " 25
26 1.108" 13.85 " 2.024" 52.75 " [ ] 249.5 " [ ] [ ] 55.63 " 5.964" 1.457" 36.16 " 26
27 1.055" 11.75 " 1.965" 38.23 " [ ] 198.9 " [ ] [ ] 103.4 " 5.482" 1.449" 25.44 " 27
28 1.055" 9.803" 1.959" 29.13 " [ ] 152.8 " [ ] [ ] 65.60 " 5.214" 1.394" 19.19 " 28
29 1.098" 1.806" 23.83 " [ ] 113.5 " [ ] [ ] 42.35 " 5.060" 1.388" 14.07 " 29
30 1.109" 1.789" 20.61 " [ ] 99.37 " [ ] [ ] 31.78 " 4.722" 1.297" 11.39 " 30
31 1.069" 1.709" [ ] [ ] [ ] 4.369" 9.101" 31
Mean 1.112" 50.46 " 2.974" 95.79 " 9.991" 134.5 " 312.3 " 86.20 " 37.05 " 16.78 " 2.765" 38.02 "
Median 1.109" 8.559" 2.058" 1.711" 9.246" 113.5 " 85.92 " 75.24 " 31.30 " 10.05 " 2.686" 1.257"
Maximum 1.218" 407.1 " 8.309"1232 " 17.31 " 303.8 "1430 " 266.9 " 103.4 " 61.33 " 4.452" 192.3 "
Minimum 1.055" 1.082" 1.709" 1.567" 6.329" 11.44 " 42.41 " 27.23 " 12.74 " 4.369" 1.297" 0.954"
Total 34.47 "1413 " 92.19 "2874 " 139.9 "1211 "6870 "1638 " 889.2 " 520.3 " 82.94 "1179 "
Missing Days 0 0 0 0 17 21 9 12 6 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 56.47 " " ... Relative Uncertainty +/-10%
Ann. Median 6.671" [ ... Not Available
Annual Total 16942 "
Missing Days 65
Maximum Minimum
Daily 1430 " 0.954"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1979
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7.307" 0.735" 5.267" 3.239" 7.057" 13.70 " 293.4 " 28.90 " 45.29 " 10.46 " 1.894" 1.721" 1
2 6.241" 0.742" 4.642" 2.862" 6.449" 13.21 " 184.5 " 84.03 " 36.84 " 9.592" 1.892" 49.87 " 2
3 5.438" 0.740" 3.951" 2.526" 5.893" 12.71 " 115.4 " 54.13 " 31.10 " 8.648" 2.061" 31.89 " 3
4 4.623" 0.734" 3.449" 2.314" 5.306" 12.00 " 76.93 " 36.82 " 26.14 " 8.200" 2.075" 21.90 " 4
5 3.740" 0.730" 2.888" 2.170" 4.878" 11.24 " 60.31 " 30.41 " 23.48 " 7.736" 1.977" 21.89 " 5
6 3.098" 0.718" 2.378" 1.993" 4.536" 10.62 " 49.33 " 34.57 " 21.36 " 7.406" 2.213" 16.31 " 6
7 2.545" 0.734" 2.075" 1.926" 4.173" 9.839" 44.09 " 29.80 " 19.53 " 7.218" 2.388" 12.34 " 7
8 2.225" 0.734" 1.824" 1.798" 3.780" 9.365" 41.74 " 25.07 " 17.81 " 7.046" 2.367" 9.644" 8
9 1.941" 0.718" 1.663" 1.754" 3.469" 13.10 " 43.14 " 22.65 " 16.87 " 6.747" 2.341" 7.639" 9
10 1.730" 0.715" 1.576" 1.742" 3.374" 14.11 " 109.6 " 20.73 " 15.59 " 6.518" 2.341" 6.520" 10
11 1.578" 0.718" 1.466" 1.732" 2.981" 14.50 " 67.16 " 18.94 " 14.69 " 6.477" 24.12 " 5.660" 11
12 1.549" 0.734" 1.323" 1.707" 2.677" 14.62 " 46.63 " 18.70 " 14.51 " 6.450" 27.78 " 4.615" 12
13 1.462" 0.740" 2.402" 1.700" 2.487" 31.33 " 36.45 " 20.13 " 13.83 " 6.266" 21.28 " 3.890" 13
14 1.362" 0.722" 3.057" 1.712" 2.335" 101.8 " 30.88 " 18.02 " 13.13 " 6.040" 21.67 " 3.303" 14
15 1.310" 0.739" 3.149" 2.648" 2.268" 57.43 " 27.15 " 15.73 " 12.84 " 5.627" 18.25 " 2.797" 15
16 1.241" 0.756" 2.620" 4.168" 2.268" 37.02 " 25.17 " 14.54 " 12.89 " 5.298" 15.15 " 2.379" 16
17 1.172" 0.756" 2.096" 4.216" 2.216" 28.31 " 29.22 " 15.69 " 12.99 " 4.926" 12.80 " 2.006" 17
18 1.185" 138.6 " 20.32 " 4.062" 2.208" 22.34 " 28.63 " 19.62 " 12.98 " 4.760" 10.69 " 1.746" 18
19 1.114" 96.89 " 34.71 " 6.801" 2.262" 19.11 " 39.38 " 123.8 " 12.62 " 4.682" 9.014" 1.722" 19
20 1.120" 47.26 " 23.41 " 8.625" 2.530" 16.33 " 36.78 " 748.2 " 11.79 " 4.565" 7.758" 1.648" 20
21 1.021" 31.25 " 17.24 " 8.165" 4.271" 14.34 " 29.20 " 998.4 " 11.28 " 4.554" 6.923" 1.514" 21
22 1.013" 22.08 " 13.03 " 9.457" 4.592" 15.32 " 24.46 " 523.3 " 10.84 " 4.449" 6.394" 1.393" 22
23 0.967" 16.38 " 10.50 " 12.48 " 7.170" 22.18 " 21.46 " 282.6 " 10.65 " 4.295" 5.804" 1.335" 23
24 0.947" 12.48 " 8.392" 11.60 " 13.28 " 22.74 " 19.48 " 236.7 " 10.82 " 4.187" 4.966" 1.282" 24
25 0.954" 10.00 " 7.252" 12.44 " 21.75 " 107.5 " 18.51 " 185.9 " 11.22 " 4.052" 4.125" 1.232" 25
26 0.946" 8.067" 6.510" 12.00 " 32.96 " 468.7 " 17.49 " 167.6 " 10.55 " 3.783" 3.548" 1.174" 26
27 0.968" 6.789" 5.777" 11.29 " 28.59 " 228.5 " 15.72 " 143.3 " 12.49 " 3.131" 3.048" 1.104" 27
28 0.865" 5.915" 5.213" 10.46 " 31.57 " 394.6 " 14.14 " 127.0 " 14.91 " 2.646" 2.482" 1.092" 28
29 0.844" 4.579" 8.898" 26.20 " 336.0 " 15.96 " 94.12 " 13.11 " 2.530" 2.253" 1.041" 29
30 0.826" 4.059" 7.722" 20.72 " 301.2 " 16.01 " 74.59 " 11.70 " 2.370" 1.894" 1.008" 30
31 0.797" 3.581" 16.35 " 22.06 " 60.22 " 2.333" 0.918" 31
Mean 2.004" 14.58 " 6.787" 5.474" 9.051" 79.13 " 51.63 " 137.9 " 16.80 " 5.580" 7.717" 7.180"
Median 1.241" 0.741" 3.951" 3.650" 4.536" 17.72 " 30.88 " 36.82 " 13.12 " 5.298" 3.836" 2.006"
Maximum 7.307" 138.6 " 34.71 " 12.48 " 32.96 " 468.7 " 293.4 " 998.4 " 45.29 " 10.46 " 27.78 " 49.87 "
Minimum 0.797" 0.715" 1.323" 1.700" 2.208" 9.365" 14.14 " 14.54 " 10.55 " 2.333" 1.892" 0.918"
Total 62.13 " 408.2 " 210.4 " 164.2 " 280.6 "2374 "1600 "4274 " 503.9 " 173.0 " 231.5 " 222.6 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.78 " " ... Relative Uncertainty +/-10%
Ann. Median 7.252"
Annual Total 10505 "
Maximum Minimum
Daily 998.4 " 0.715"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1980
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.888" 0.844" 0.821" 0.954" 9.536" 13.16 " 26.46 " 202.7 " 56.93 " 19.74 " 5.210" 2.332" 1
2 0.888" 0.848" 0.821" 0.954" 7.982" 21.55 " 36.91 " 257.7 " 43.19 " 16.96 " 4.827" 2.275" 2
3 0.893" 0.844" 0.821" 0.922" 7.212" 19.79 " 79.99 " 301.8 " 42.10 " 14.31 " 4.360" 2.268" 3
4 0.906" 0.851" 0.821" 0.949" 6.744" 15.45 " 50.60 " [ ] 39.39 " 12.95 " 4.352" 2.268" 4
5 0.898" 0.862" 0.821" 0.958" 6.194" 12.90 " 34.61 " [ ] 34.45 " 11.95 " 4.352" 2.216" 5
6 0.897" 0.857" 0.803" 1.029" 5.774" 11.79 " 26.36 " [ ] 29.31 " 11.00 " 4.302" 2.147" 6
7 0.888" 0.866" 0.799" 1.008" 5.458" 11.13 " 21.58 " [ ] 25.49 " 10.15 " 4.032" 1.970" 7
8 0.888" 0.842" 0.799" 0.998" 5.301" 10.03 " 18.73 " [ ] 23.53 " 9.501" 3.615" 1.970" 8
9 0.888" 0.821" 0.799" 1.031" 5.327" 9.149" 16.11 " [ ] 21.75 " 8.903" 3.536" 1.952" 9
10 0.888" 0.821" 0.799" 1.014" 5.168" 8.923" 15.26 " [ ] 20.97 " 8.218" 3.568" 1.868" 10
11 0.888" 0.812" 0.799" 1.055" 4.911" 8.875" 16.59 " [ ] 19.02 " 7.745" 3.504" 1.833" 11
12 0.888" 0.824" 0.799" 1.031" 4.555" 8.227" 30.23 " [ ] 16.79 " 7.491" 3.446" 1.822" 12
13 0.888" 0.822" 0.839" 1.029" 4.516" 7.893" 473.4 " [ ] 15.02 " 7.234" 3.446" 1.784" 13
14 0.906" 0.821" 0.892" 1.012" 4.610" 8.450" 586.1 " [ ] 14.11 " 6.994" 3.446" 1.736" 14
15 0.892" 0.821" 0.875" 1.035" 4.470" 8.711" 312.3 " [ ] 13.51 " 6.766" 3.373" 1.587" 15
16 0.897" 0.830" 0.906" 1.069" 4.365" 8.628" 213.3 " [ ] 13.25 " 6.649" 3.259" 1.381" 16
17 0.885" 0.835" 0.870" 1.062" 4.067" 8.249" 353.3 " [ ] 12.96 " 6.579" 3.269" 1.240" 17
18 0.876" 0.827" 0.896" 1.121" 4.035" 7.699" 488.7 " [ ] 12.44 " 6.413" 3.269" 1.082" 18
19 0.876" 0.811" 0.923" 1.239" 3.837" 7.480" 226.0 " [ ] 11.74 " 6.393" 3.232" 1.003" 19
20 0.878" 0.799" 0.884" 1.493" 3.636" 7.536" 129.2 " [ ] 11.11 " 6.271" 3.203" 1.003" 20
21 0.873" 0.799" 0.953" 2.844" 3.694" 8.973" 84.46 " [ ] 10.83 " 6.232" 2.919" 1.003" 21
22 0.867" 0.799" 0.905" 2.743" 3.808" 9.432" 61.68 " [ ] 14.89 " 6.633" 2.973" 1.003" 22
23 0.867" 0.799" 0.925" 4.746" 4.286" 35.72 " 52.83 " [ ] 64.28 " 6.746" 3.056" 1.003" 23
24 0.867" 0.799" 0.925" 18.41 " 4.221" 130.8 " 46.80 " [ ] 49.45 " 6.656" 3.094" 1.003" 24
25 0.867" 0.804" 0.942" 13.94 " 4.141" 82.71 " 40.13 " [ ] 106.7 " 6.679" 3.164" 0.998" 25
26 0.867" 0.820" 0.953" 27.38 " 4.400" 55.32 " 41.36 " [ ] 74.14 " 6.763" 3.164" 0.977" 26
27 0.856" 0.821" 0.910" 24.69 " 6.658" 40.86 " 302.0 " [ ] 47.59 " 6.855" 3.091" 0.979" 27
28 0.830" 0.816" 0.957" 18.41 " 8.203" 42.19 " 748.0 " [ ] 34.30 " 6.880" 3.012" 1.003" 28
29 0.839" 0.821" 0.911" 13.98 " 8.937" 38.14 " 452.0 " 199.5 " 27.20 " 6.723" 2.903" 1.003" 29
30 0.844" 0.945" 11.57 " 12.08 " 31.96 " 235.1 " 112.2 " 22.74 " 6.299" 2.630" 1.003" 30
31 0.844" 0.936" 13.07 " 165.7 " 73.79 " 5.821" 1.016" 31
Mean 0.878" 0.825" 0.873" 5.323" 5.845" 23.06 " 173.7 " 191.3 " 30.97 " 8.532" 3.520" 1.507"
Median 0.888" 0.821" 0.884" 1.058" 4.911" 10.58 " 61.68 " 201.1 " 23.13 " 6.855" 3.321" 1.381"
Maximum 0.906" 0.866" 0.957" 27.38 " 13.07 " 130.8 " 748.0 " 301.8 " 106.7 " 19.74 " 5.210" 2.332"
Minimum 0.830" 0.799" 0.799" 0.922" 3.636" 7.480" 15.26 " 73.79 " 10.83 " 5.821" 2.630" 0.977"
Total 27.21 " 23.94 " 27.05 " 159.7 " 181.2 " 691.8 "5386 "1148 " 929.1 " 264.5 " 105.6 " 46.72 "
Missing Days 0 0 0 0 0 0 0 25 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.36 " " ... Relative Uncertainty +/-10%
Ann. Median 3.837" [ ... Not Available
Annual Total 8990 "
Missing Days 25
Maximum Minimum
Daily 748.0 " 0.799"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1981
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.008" 0.978" 1.115" 1.151" 1.189"2272 " 977.3 "3826 " 151.2 " 19.35 " 8.384" 6.308" 1
2 0.984" 1.002" 1.109" 1.158" 1.202"1577 " 780.8 "5980 " 131.9 " 19.08 " 7.958" 6.120" 2
3 0.992" 1.003" 1.097" 1.179" 1.268"1025 " 469.3 "4313 " 117.4 " 18.38 " 7.632" 5.775" 3
4 0.969" 1.028" 1.081" 1.236" 1.322" 748.0 " 328.2 "4097 " 105.2 " 22.15 " 7.279" 5.589" 4
5 0.969" 1.053" 1.081" 1.254" 1.358" 417.8 " 258.5 "3244 " 97.55 " 21.75 " 6.919" 5.403" 5
6 0.975" 1.004" 1.081" 1.265" 1.411" 248.2 " 214.9 "2253 " 99.38 " 21.98 " 6.903" 5.091" 6
7 0.988" 1.003" 1.081" 1.264" 1.389" 228.7 " 252.5 "1977 " 95.70 " 24.36 " 6.878" 5.147" 7
8 1.034" 0.984" 1.081" 1.261" 1.400" 330.6 " 507.6 "2603 " 96.04 " 21.48 " 6.764" 7.378" 8
9 1.055" 0.977" 1.081" 1.239" 1.381"1253 " 521.0 "2084 " 116.9 " 18.79 " 6.743" 12.82 " 9
10 1.055" 0.972" 1.066" 1.224" 1.381"1719 " 448.2 "1441 " 118.7 " 16.88 " 6.705" 29.04 " 10
11 1.055" 0.957" 1.055" 1.224" 1.381"1040 " 326.2 "2918 " 142.4 " 15.10 " 6.717" 72.41 " 11
12 1.053" 0.953" 1.055" 1.210" 1.465" 729.0 " 272.6 "4212 " 123.9 " 13.95 " 6.893" 64.24 " 12
13 1.004" 0.932" 1.055" 1.200" 1.539"1042 " 230.3 "2287 " 91.53 " 13.04 " 7.006" 33.81 " 13
14 1.003" 0.932" 1.055" 1.139" 1.566"1092 " 201.2 "1408 " 70.56 " 12.16 " 6.998" 22.72 " 14
15 1.003" 0.932" 1.055" 1.157" 1.660" 586.8 " 182.0 "2219 " 57.09 " 11.50 " 6.799" 16.77 " 15
16 0.974" 0.932" 1.080" 1.047" 1.674" 409.4 " 167.5 "4046 " 47.88 " 10.99 " 6.938" 12.90 " 16
17 0.954" 0.967" 1.059" 1.046" 1.570" 384.5 " 159.9 "2565 " 42.75 " 10.47 " 7.106" 10.09 " 17
18 0.941" 1.303" 1.081" 1.044" 1.468" 418.3 " 283.7 "1666 " 38.47 " 10.16 " 6.918" 8.146" 18
19 0.932" 1.349" 1.059" 1.038" 1.411" 324.3 " 616.7 "1597 " 35.02 " 9.792" 6.559" 6.982" 19
20 0.932" 1.279" 1.055" 1.096" 1.363" 219.2 " 532.3 "1275 " 32.76 " 9.479" 7.020" 6.280" 20
21 0.932" 1.219" 1.055" 1.133" 1.529" 178.0 " 350.2 "1008 " 31.36 " 9.323" 7.526" 5.670" 21
22 0.923" 1.210" 1.055" 1.144" 2.147" 157.0 " 445.9 " 759.1 " 34.55 " 9.085" 7.431" 5.083" 22
23 0.888" 1.210" 1.048" 1.169" 2.145" 176.4 "2473 " 598.7 " 33.38 " 8.767" 7.039" 4.441" 23
24 0.897" 1.219" 1.029" 1.176" 2.199" 156.9 "4293 " 499.3 " 30.85 " 8.507" 6.717" 3.938" 24
25 0.910" 1.237" 1.029" 1.131" 7.193" 195.9 "2467 " 428.1 " 30.48 " 8.498" 6.500" 3.428" 25
26 0.932" 1.237" 0.990" 1.131" 9.671" 624.8 "2062 " 370.9 " 28.09 " 9.248" 6.461" 3.022" 26
27 0.932" 1.209" 1.024" 1.146" 365.3 " 790.5 "1945 " 314.4 " 25.04 " 9.570" 6.414" 2.746" 27
28 0.945" 1.145" 1.026" 1.194" 711.3 "1048 "2152 " 263.5 " 22.76 " 9.478" 6.349" 2.482" 28
29 0.954" 0.988" 1.184" 566.6 "1203 "1440 " 227.7 " 20.98 " 9.182" 6.317" 2.488" 29
30 0.970" 1.038" 1.195" 644.8 " 909.6 " 933.6 " 199.9 " 19.57 " 8.780" 6.317" 2.568" 30
31 0.977" 1.097" 1475 " 1439 " 172.0 " 8.593" 2.545" 31
Mean 0.972" 1.079" 1.060" 1.168" 123.1 " 716.8 " 894.5 "1963 " 69.64 " 13.54 " 6.940" 12.30 "
Median 0.970" 1.003" 1.055" 1.172" 1.529" 605.8 " 469.3 "1666 " 52.48 " 10.99 " 6.898" 5.775"
Maximum 1.055" 1.349" 1.115" 1.265"1475 "2272 "4293 "5980 " 151.2 " 24.36 " 8.384" 72.41 "
Minimum 0.888" 0.932" 0.988" 1.038" 1.189" 156.9 " 159.9 " 172.0 " 19.57 " 8.498" 6.317" 2.482"
Total 30.14" 30.22" 32.86" 35.03" 3816 "21505 "27731 "60851 " 2089 " 419.9 " 208.2 " 381.4 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 320.9 " " ... Relative Uncertainty +/-10%
Ann. Median 6.982"
Annual Total 117130 "
Maximum Minimum
Daily 5980 " 0.888"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1982
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.419" [ ] 1.669" 1.927" 3.305" 14.18 " 51.44 " 63.06 " 101.8 " 47.83 " 6.611" 3.373" 1
2 2.345" [ ] 1.652" 2.097" 4.299" 12.20 " 49.09 " 61.60 " 91.96 " 39.80 " 6.487" 3.333" 2
3 2.358" [ ] 1.687" 2.249" 4.314" 11.70 " 51.23 " 149.2 " 75.99 " 34.51 " 6.464" 3.166" 3
4 2.346" [ ] 1.712" 2.235" 4.382" 10.96 " 46.47 " 321.9 " 63.79 " 32.23 " 6.376" 3.084" 4
5 2.285" 6.964" 1.712" 2.203" 5.853" 10.04 " 53.31 " 204.3 " 53.68 " 34.37 " 6.353" 3.113" 5
6 2.256" 6.267" 1.712" 2.229" 6.429" 9.158" 52.48 " 117.6 " 45.58 " 57.82 " 6.418" 3.163" 6
7 2.220" 5.486" 1.710" 2.200" 6.298" 8.321" 63.86 " 100.4 " 38.60 " 81.31 " 6.376" 2.998" 7
8 2.332" 4.765" 1.695" 2.165" 6.073" 14.35 " 66.74 " 876.5 " 33.42 " 76.67 " 6.028" 2.706" 8
9 2.369" 4.197" 1.595" 2.140" 6.051" 84.58 " 81.28 "1643 " 29.64 " 55.05 " 5.634" 2.669" 9
10 2.350" 3.708" 1.460" 2.136" 5.667" 209.6 " 65.70 " 929.7 " 26.45 " 38.89 " 5.467" 2.634" 10
11 2.379" 3.274" 1.318" 2.120" 5.274" 238.0 " 49.09 " 443.2 " 24.14 " 30.36 " 5.344" 2.758" 11
12 2.351" 2.986" 1.262" 2.063" 5.132" 114.0 " 39.57 " 378.8 " 21.82 " 25.20 " 5.368" 2.767" 12
13 2.109" 2.694" 1.262" 2.054" 4.962" 84.13 " 33.58 " 304.1 " 20.04 " 21.34 " 5.298" 2.770" 13
14 2.127" 2.459" 1.262" 2.054" 4.913" 125.4 " 28.64 " 246.4 " 19.73 " 18.58 " 4.975" 2.805" 14
15 2.195" 2.300" 1.276" 2.062" 4.790" 488.8 " 27.14 " 180.8 " 23.90 " 16.61 " 4.494" 2.742" 15
16 2.226" 2.166" 1.262" 2.047" 4.798" 665.8 " 28.24 " 135.5 " 125.7 " 14.85 " 3.975" 2.731" 16
17 2.231" 1.982" 1.269" 2.026" 4.764" 542.5 " 48.19 " 108.9 " 696.3 " 13.73 " 3.640" 2.767" 17
18 2.237" 1.784" 1.262" 2.036" 4.676" 684.2 " 170.4 " 92.14 " 543.9 " 12.68 " 3.324" 2.784" 18
19 [ ] 1.637" 1.262" 2.027" 4.533" 511.0 " 176.2 " 89.86 " 268.7 " 11.19 " 2.924" 2.590" 19
20 [ ] 1.572" 1.306" 2.023" 4.346" 349.6 " 114.4 " 109.8 " 311.4 " 10.04 " 2.921" 2.510" 20
21 [ ] 1.552" 1.749" 2.130" 4.346" 276.3 " 105.3 " 253.4 " 267.8 " 9.182" 2.942" 2.444" 21
22 [ ] 1.550" 1.838" 2.251" 4.328" 187.4 " 245.9 " 185.9 " 210.0 " 8.643" 3.181" 2.435" 22
23 [ ] 1.640" 2.043" 2.288" 4.533" 125.6 " 414.5 " 129.1 " 156.6 " 8.025" 3.419" 2.436" 23
24 [ ] 1.658" 2.101" 2.322" 6.121" 95.30 " 359.1 " 340.9 " 148.3 " 7.854" 3.485" 2.478" 24
25 [ ] 1.720" 2.096" 2.353" 51.94 " 82.56 " 237.2 " 864.9 " 126.3 " 7.868" 3.497" 2.538" 25
26 [ ] 1.778" 2.050" 2.378" 32.48 " 73.26 " 150.1 " 471.9 " 121.3 " 7.952" 3.484" 2.541" 26
27 [ ] 1.775" 2.023" 2.454" 25.57 " 71.77 " 115.2 " 252.0 " 118.2 " 7.983" 3.484" 2.535" 27
28 [ ] 1.721" 1.999" 2.438" 21.44 " 73.72 " 103.0 " 184.9 " 107.5 " 7.898" 3.424" 2.439" 28
29 [ ] 1.923" 2.446" 27.50 " 80.83 " 93.06 " 180.2 " 82.59 " 7.716" 3.393" 20.60 " 29
30 [ ] 1.874" 2.446" 21.96 " 61.18 " 78.63 " 142.7 " 60.49 " 7.323" 3.391" 18.92 " 30
31 [ ] 1.899" 17.37 " 75.47 " 115.5 " 6.994" 11.45 " 31
Mean 2.285" 2.818" 1.643" 2.187" 10.27 " 177.2 " 105.6 " 312.2 " 133.8 " 24.53 " 4.606" 4.138"
Median 2.309" 2.074" 1.695" 2.152" 5.132" 84.36 " 66.74 " 184.9 " 87.27 " 14.85 " 4.235" 2.758"
Maximum 2.419" 6.964" 2.101" 2.454" 51.94 " 684.2 " 414.5 "1643 " 696.3 " 81.31 " 6.611" 20.60 "
Minimum 2.109" 1.550" 1.262" 1.927" 3.305" 8.321" 27.14 " 61.60 " 19.73 " 6.994" 2.921" 2.435"
Total 41.14 " 67.64 " 50.94 " 65.60 " 318.4 "5316 "3275 "9678 "4015 " 760.5 " 138.2 " 128.3 "
Missing Days 13 4 0 0 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 68.55 " " ... Relative Uncertainty +/-10%
Ann. Median 6.194" [ ... Not Available
Annual Total 23856 "
Missing Days 17
Maximum Minimum
Daily 1643 " 1.262"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1983
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7.95" [ ] 1.31" 3.65" 3.04" 5.67" 1770 " 1556 " 1315 " 51.09" 9.58" 11.69" 1
2 6.15" [ ] 1.28" 3.36" 3.32" 10.49" 1199 " 1170 " 2483 " 45.85" 9.24" 10.67" 2
3 4.77" [ ] 1.29" 3.04" 5.35" 13.99" 783.0 " 988.0 " 2036 " 40.11" 8.98" 9.89" 3
4 3.89" [ ] 1.34" 2.74" 5.40" 30.80" 509.6 " 797.8 " 2045 " 36.57" 8.57" 9.55" 4
5 3.34" [ ] 1.36" 2.54" 5.52" 156.1 " 340.7 " 734.5 " 2958 " 33.64" 8.42" 9.23" 5
6 2.88" [ ] 1.36" 2.54" 7.96" 86.33" 226.5 " 1129 " 2204 " 30.94" 8.33" 8.54" 6
7 [ ] [ ] 1.36" 2.54" 8.40" 48.08" 161.4 " 1155 " 2443 " 27.42" 8.55" 8.20" 7
8 [ ] [ ] 1.35" 2.57" 7.90" 31.47" 242.5 " 669.2 " 2381 " 25.48" 8.49" 7.89" 8
9 [ ] [ ] 1.35" 2.88" 6.97" 23.56" 4568 " 496.6 " 1421 " 23.77" 8.40" 7.62" 9
10 [ ] [ ] 1.34" 4.44" 6.20" 19.26" 5207 " 411.8 " 872.5 " 22.66" 8.26" 7.30" 10
11 [ ] [ ] 1.32" 4.55" 5.70" 18.75" 2228 " 361.5 " 678.1 " 20.73" 7.98" 6.97" 11
12 [ ] [ ] 1.34" 4.51" 5.51" 18.86" 1867 " 331.8 " 609.8 " 19.55" 9.15" 6.68" 12
13 [ ] [ ] 1.29" 4.11" 5.37" 16.16" 1188 " 345.8 " 799.0 " 19.09" 9.54" 6.35" 13
14 [ ] [ ] 1.25" 3.64" 5.17" 13.77" 820.3 " 564.4 " 1007 " 20.92" 9.76" 6.14" 14
15 [ ] [ ] 1.24" 3.57" 4.95" 11.90" 590.2 " 505.1 " 775.8 " 21.07" 12.93" 5.77" 15
16 [ ] [ ] 1.25" 3.37" 4.73" 10.50" 442.4 " 450.0 " 564.1 " 19.49" 16.10" 5.49" 16
17 [ ] [ ] 1.30" 3.25" 4.58" 13.73" 349.0 " 348.8 " 459.6 " 17.67" 19.92" 5.42" 17
18 [ ] [ ] 1.31" 3.00" 4.46" 199.5 " 271.3 " 250.2 " 395.6 " 16.18" 225.8 " 5.36" 18
19 [ ] [ ] 2.06" 2.87" 4.45" 910.4 " 225.6 " 226.0 " 308.5 " 15.02" 588.7 " 5.32" 19
20 [ ] [ ] 81.54" 2.74" 4.48" 739.0 " 190.4 " 229.8 " 229.0 " 14.16" 218.0 " 5.06" 20
21 [ ] [ ] 39.33" 2.72" 4.54" 493.9 " 167.1 " 265.7 " 187.0 " 13.89" 92.40" 4.44" 21
22 [ ] [ ] 23.43" 2.75" 4.41" 454.8 " 149.0 " 305.8 " 155.4 " 13.78" 56.20" 4.29" 22
23 [ ] 1.66" 16.59" 2.76" 4.26" 391.2 " 135.1 " 362.8 " 125.9 " 13.27" 41.80" 4.31" 23
24 [ ] 1.66" 12.02" 2.78" 4.11" 365.3 " 396.3 " 429.3 " 107.1 " 12.41" 32.15" 4.33" 24
25 [ ] 1.65" 9.39" 2.78" 4.13" 243.6 " 6739 " 838.6 " 94.47" 11.69" 27.58" 4.21" 25
26 [ ] 1.63" 7.52" 2.79" 4.15" 372.5 "19897 " 816.7 " 80.73" 11.36" 26.40" 4.49" 26
27 [ ] 1.59" 6.48" 2.78" 4.14" 657.5 " 9996 " 478.3 " 71.14" 11.09" 22.62" 4.86" 27
28 [ ] 1.51" 5.73" 2.76" 4.05" 581.3 " 6703 " 405.0 " 68.60" 10.84" 18.93" 5.28" 28
29 [ ] 5.07" 2.93" 4.02" 1974 " 5260 " 629.2 " 64.92" 10.62" 15.83" 5.05" 29
30 [ ] 4.61" 3.01" 4.04" 2222 " 3012 " 1892 " 56.75" 10.18" 13.25" 40.38" 30
31 [ ] 4.05" 4.15" 2015 " 1351 " 9.87" 87.07" 31
Mean 4.830" 1.617" 7.790" 3.132" 5.015" 337.8 "2505 " 661.2 " 899.9 " 20.98 " 51.73 " 10.25 "
Median 4.327" 1.639" 1.359" 2.875" 4.539" 67.20 " 783.0 " 496.6 " 587.0 " 19.09 " 13.09 " 6.138"
Maximum 7.95" 1.66" 81.54" 4.55" 8.40" 2222 "19897 " 1892 " 2958 " 51.09" 588.7 " 87.07"
Minimum 2.880" 1.514" 1.242" 2.535" 3.040" 5.674" 135.1 " 226.0 " 56.75 " 9.869" 7.984" 4.207"
Total 28.98" 9.70" 241.5 " 93.95" 155.5 "10135 "77651 "20496 "26997 " 650.4 " 1552 " 317.8 "
Missing Days 25 22 0 0 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 435.0 " " ... Relative Uncertainty +/-10%
Ann. Median 13.75 " [ ... Not Available
Annual Total 138329 "
Missing Days 47
Maximum Minimum
Daily 19897 " 1.242"
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1984
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 40.11 " 1.523" 1.418" 4.134" 9.823"1467 " 85.95 " 104.6 " 70.28 " 15.42 " 6.931" 4.679" 1
2 43.94 " 1.523" 1.399" 3.942" 9.513" 911.1 " 80.88 " 98.01 " 73.90 " 14.83 " 6.931" 4.288" 2
3 48.63 " 1.523" 1.757" 3.744" 9.197" 594.7 " 75.63 " 160.1 " 69.48 " 16.60 " 6.931" 3.972" 3
4 29.39 " 1.523" 3.040" 3.664" 9.100" 439.4 " 81.97 " 577.6 " 62.38 " 16.38 " 6.736" 3.870" 4
5 21.33 " 1.523" 3.237" 3.664" 9.412" 362.4 " 741.8 " 542.5 " 60.09 " 14.80 " 6.697" 3.694" 5
6 16.65 " 1.494" 22.51 " 3.579" 10.58 " 396.1 " 923.9 " 365.4 " 79.40 " 14.15 " 7.326" 3.645" 6
7 13.48 " 1.421" 165.7 " 3.619" 15.95 " 458.6 " 874.2 " 747.7 " 107.5 " 14.14 " 7.408" 3.692" 7
8 10.97 " 1.364" 75.18 " 3.639" 25.99 " 428.6 "1287 "1214 " 140.0 " 14.70 " 8.780" 3.725" 8
9 9.127" 1.381" 42.05 " 3.366" 476.1 " 305.0 "1519 " 777.6 " 95.37 " 14.74 " 9.375" 3.777" 9
10 7.772" 1.389" 27.35 " 3.298" 331.2 " 237.3 "1059 " 459.9 " 70.95 " 14.87 " 12.26 " 3.860" 10
11 6.899" 1.416" 20.29 " 3.951" 261.2 " 204.5 " 709.4 " 393.3 " 60.12 " 15.18 " 18.50 " 3.851" 11
12 6.215" 1.413" 16.09 " 5.729" 251.9 " 181.1 " 536.7 " 354.7 " 51.32 " 14.93 " 14.43 " 3.631" 12
13 5.499" 1.360" 14.02 " 42.22 " 194.0 " 166.1 " 418.8 " 280.7 " 48.76 " 14.84 " 17.13 " 3.591" 13
14 4.849" 1.294" 14.90 " 99.04 " 149.2 " 173.6 " 332.5 " 236.3 " 44.97 " 14.82 " 17.55 " 3.571" 14
15 4.422" 1.241" 13.89 " 119.1 " 117.1 " 205.5 " 271.6 " 203.6 " 84.92 " 14.53 " 13.67 " 3.572" 15
16 3.903" 1.241" 12.18 " 63.01 " 90.97 " 301.7 " 251.1 " 174.2 " 476.6 " 13.36 " 12.32 " 3.529" 16
17 3.644" 1.233" 10.35 " 37.67 " 69.78 " 199.2 " 258.3 " 155.4 " 341.2 " 12.13 " 11.43 " 3.481" 17
18 3.554" 1.167" 8.960" 26.59 " 57.09 " 149.0 " 334.7 " 148.0 " 172.3 " 11.18 " 10.46 " 3.282" 18
19 3.348" 1.119" 8.083" 20.46 " 64.61 " 122.4 " 281.6 " 153.5 " 105.0 " 10.48 " 9.657" 3.333" 19
20 3.156" 1.110" 7.644" 16.88 " 317.6 " 105.9 " 218.0 " 165.6 " 71.93 " 9.812" 8.805" 3.308" 20
21 2.828" 1.119" 7.110" 14.04 "1401 " 105.3 " 182.1 " 238.6 " 52.51 " 9.452" 7.654" 3.195" 21
22 2.786" 1.240" 6.474" 12.02 "1374 " 264.3 " 180.0 " 218.7 " 40.24 " 8.959" 6.695" 3.024" 22
23 2.620" 1.319" 6.234" 10.65 "1347 " 472.0 " 187.7 " 161.4 " 33.32 " 8.627" 6.361" 2.886" 23
24 2.356" 1.315" 5.847" 9.824"1012 " 316.3 " 150.0 " 150.5 " 29.20 " 8.031" 6.284" 2.732" 24
25 2.304" 1.298" 5.407" 9.026" 695.5 " 192.9 " 128.8 " 134.3 " 25.87 " 7.922" 6.304" 2.622" 25
26 2.166" 1.298" 5.053" 8.528" 481.5 " 138.8 " 126.2 " 112.2 " 22.70 " 7.741" 6.349" 2.691" 26
27 2.035" 1.296" 4.754" 7.790" 991.6 " 127.2 " 153.1 " 95.22 " 20.36 " 7.459" 6.373" 2.890! 27
28 2.023" 1.337" 4.549" 7.580"2448 " 122.6 " 193.4 " 78.76 " 18.63 " 7.191" 6.223" 3.635! 28
29 1.852" 1.400" 4.446" 8.599"3304 " 115.3 " 251.0 " 70.37 " 17.01 " 7.047" 5.762" 3.709! 29
30 1.812" 4.375" 10.19 "3436 " 98.58 " 175.4 " 69.66 " 16.00 " 7.019" 5.231" 3.746! 30
31 1.633" 4.316" 2351 " 132.5 " 78.02 " 6.987" 3.687! 31
Mean 10.04 " 1.341" 17.05 " 18.99 " 687.8 " 312.1 " 393.6 " 281.3 " 85.41 " 11.88 " 9.218" 3.522!
Median 3.903" 1.337" 7.110" 8.564" 251.9 " 205.0 " 251.0 " 165.6 " 61.25 " 13.36 " 7.367" 3.631!
Maximum 48.63 " 1.523" 165.7 " 119.1 "3436 "1467 "1519 "1214 " 476.6 " 16.60 " 18.50 " 4.679!
Minimum 1.633" 1.110" 1.399" 3.298" 9.100" 98.58 " 75.63 " 69.66 " 16.00 " 6.987" 5.231" 2.622!
Total 311.3 " 38.88" 528.6 " 569.6 "21321 " 9362 "12202 " 8720 " 2562 " 368.3 " 276.5 " 109.2 !
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 154.0 ! ! ... Not reviewed / Quality not known
Ann. Median 14.72 ! " ... Relative Uncertainty +/-10%
Annual Total 56371 !
Maximum Minimum
Daily 3436 ! 1.110!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1985
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.808! 1.084" 2.041" 1.962" 3.165" 22.02 " 16.25 " 131.8 " 189.1 " 21.02 " 5.787" 2.498" 1
2 3.691! 1.104" 2.003" 2.022" 3.183" 19.26 " 21.91 " 112.9 " 183.0 " 19.79 " 5.450" 2.456" 2
3 3.539" 1.125" 1.878" 2.040" 3.075" 18.08 " 28.43 " 93.25 " 144.0 " 26.29 " 5.477" 2.397" 3
4 3.295" 1.192" 1.669" 2.003" 4.091" 16.22 " 40.92 " 196.6 " 104.6 " 25.72 " 5.466" 2.365" 4
5 3.215" 1.394" 1.548" 1.865" 4.976" 15.58 " 59.22 " 342.7 " 76.34 " 21.32 " 5.407" 2.365" 5
6 3.104" 1.474" 1.497" 1.850" 4.944" 14.15 " 46.84 " 356.8 " 56.50 " 18.13 " 5.061" 2.292" 6
7 2.915" 1.461" 1.488" 1.821" 7.459" 15.38 " 50.78 " 289.5 " 43.94 " 15.93 " 4.808" 2.110" 7
8 2.955" 1.468" 1.588" 1.822" 10.77 " 75.78 " 45.64 " 248.2 " 35.77 " 14.10 " 4.768" 1.811" 8
9 2.876" 1.754" 1.804" 2.078" 9.936" 58.45 " 31.34 " 151.6 " 30.62 " 12.87 " 4.774" 1.640" 9
10 2.594" 2.310" 1.755" 2.414" 8.580" 57.97 " 27.32 " 139.2 " 26.59 " 11.42 " 4.726" 1.762" 10
11 2.435" 31.43 " 1.756" 3.004" 9.376" 64.01 " 62.16 " 165.8 " 24.20 " 10.17 " 4.555" 1.909" 11
12 2.338" 50.29 " 1.732" 3.704" 10.74 " 41.87 " 51.42 " 166.0 " 21.55 " 9.765" 4.532" 1.883" 12
13 2.247" 38.80 " 1.709" 3.742" 10.15 " 30.48 " 43.12 " 132.6 " 19.70 " 10.05 " 4.390" 1.776" 13
14 2.037" 31.82 " 1.884" 3.631" 8.801" 23.97 " 39.05 " 100.0 " 18.64 " 9.682" 4.120" 1.890" 14
15 1.783" 20.32 " 1.943" 3.652" 8.006" 20.12 " 62.06 " 82.40 " 17.61 " 9.360" 3.942" 2.029" 15
16 1.559" 15.66 " 2.058" 3.699" 7.191" 17.68 " 201.7 " 72.01 " 16.49 " 9.031" 3.705" 2.062" 16
17 1.375" 12.20 " 2.279" 3.696" 6.643" 15.70 " 146.8 " 58.75 " 16.35 " 9.424" 3.303" 2.051" 17
18 1.293" 9.802" 2.547" 3.722" 6.336" 14.06 " 91.06 " 48.79 " 16.35 " 9.492" 2.906" 2.093" 18
19 1.293" 8.150" 2.590" 3.766" 6.248" 12.99 " 131.1 " 47.85 " 15.81 " 8.894" 2.835" 1.945" 19
20 1.282" 6.711" 2.579" 3.703" 6.344" 12.08 " 602.1 " 136.7 " 16.69 " 8.146" 2.704" 1.836" 20
21 1.270" 5.657" 2.579" 3.512" 6.373" 11.60 " 496.2 " 355.4 " 18.00 " 7.701" 2.681" 1.828" 21
22 1.274" 4.529" 2.584" 3.369" 6.372" 11.51 " 307.0 " 239.6 " 27.65 " 7.522" 2.688" 1.805" 22
23 1.288" 3.930" 2.593" 3.260" 6.094" 11.21 " 204.7 " 143.8 " 64.38 " 7.336" 2.692" 1.706" 23
24 1.160" 3.422" 2.311" 3.142" 5.753" 10.74 " 211.0 " 103.3 " 79.90 " 7.127" 2.758" 1.675" 24
25 1.155" 2.798" 2.138" 3.071" 5.472" 10.55 " 172.3 " 147.7 " 115.3 " 6.906" 2.722" 1.759" 25
26 1.113" 2.539" 1.893" 3.072" 6.597" 11.28 " 126.6 " 284.7 " 68.48 " 6.800" 2.544" 1.718" 26
27 1.069" 2.459" 1.899" 3.071" 6.683" 12.03 " 107.7 " 333.9 " 43.27 " 6.742" 2.324" 1.707" 27
28 1.078" 2.105" 1.884" 3.092" 7.451" 15.30 " 239.0 " 387.4 " 31.34 " 6.898" 2.311" 1.755" 28
29 1.058" 1.881" 3.101" 14.59 " 16.39 " 370.5 " 370.7 " 25.76 " 6.713" 2.483" 1.745" 29
30 1.062" 1.919" 3.142" 26.69 " 16.17 " 254.2 " 203.8 " 22.24 " 6.422" 2.572" 1.757" 30
31 1.086" 1.954" 27.14 " 140.5 " 124.8 " 6.205" 1.734" 31
Mean 2.008! 9.535" 2.000" 2.934" 8.362" 23.09 " 142.9 " 186.1 " 52.34 " 11.52 " 3.816" 1.947"
Median 1.559! 3.110" 1.899" 3.097" 6.643" 15.94 " 91.06 " 147.7 " 29.14 " 9.424" 3.824" 1.836"
Maximum 3.808! 50.29 " 2.593" 3.766" 27.14 " 75.78 " 602.1 " 387.4 " 189.1 " 26.29 " 5.787" 2.498"
Minimum 1.058! 1.084" 1.488" 1.821" 3.075" 10.55 " 16.25 " 47.85 " 15.81 " 6.205" 2.311" 1.640"
Total 62.25 ! 267.0 " 61.99 " 88.03 " 259.2 " 692.6 "4429 "5769 "1570 " 357.0 " 114.5 " 60.36 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 37.62 ! ! ... Not reviewed / Quality not known
Ann. Median 6.336! " ... Relative Uncertainty +/-10%
Annual Total 13731 !
Maximum Minimum
Daily 602.1 ! 1.058!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1986
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.423" 1.213" 137.5 " 5.488" 3.053" 16.56 "1260 "3059 " 259.8 " 383.8 " 11.34 " 5.959! 1
2 1.352" 1.141" 82.01 " 5.477" 3.111" 15.37 " 695.4 "3810 " 220.2 " 205.1 " 10.91 " 5.799! 2
3 1.342" 1.115" 49.62 " 5.398" 3.103" 14.04 " 544.1 "1627 " 187.5 " 116.3 " 10.68 " 5.629! 3
4 1.342" 1.046" 35.09 " 5.177" 3.122" 12.74 " 633.2 "1278 " 162.2 " 81.57 " 10.46 " 5.460! 4
5 1.342" 1.046" 26.65 " 4.949" 3.155" 11.66 " 585.9 " 846.6 " 140.0 " 65.82 " 10.11 " 5.297! 5
6 1.326" 1.046" 21.09 " 4.776" 3.170" 10.82 " 364.2 " 618.4 " 121.4 " 71.19 " 9.704" 5.141! 6
7 1.319" 1.033" 17.10 " 4.658" 3.381" 10.15 " 261.8 "1448 " 105.7 " 90.41 " 9.437" 4.985! 7
8 1.259" 1.020" 14.39 " 4.608" 4.116" 9.594" 199.0 "1946 " 93.53 " 86.16 " 8.927" 4.823! 8
9 1.228" 1.020" 13.01 " 4.555" 4.230" 9.431" 160.4 "2240 " 85.02 " 72.98 " 8.930" 4.658! 9
10 1.228" 1.020" 11.60 " 4.468" 4.338" 9.431" 122.0 "2064 " 77.94 " 54.39 " 9.950" 4.504! 10
11 1.228" 0.994" 10.52 " 4.256" 4.488" 9.443" 94.99 "1107 " 74.52 " 43.46 " 16.08 " 4.360! 11
12 3.721" 0.994" 9.661" 4.091" 4.753" 9.431" 79.32 " 899.0 " 72.28 " 38.28 " 14.43 " 4.196! 12
13 15.10 " 0.987" 8.773" 4.034" 6.740" 9.445" 72.57 " 925.2 " 69.65 " 38.21 " 12.10 " 4.024! 13
14 11.35 " 0.974" 7.787" 3.919" 8.685" 16.33 " 142.9 " 674.0 " 64.47 " 38.59 " 10.46 " 3.875! 14
15 8.577" 0.960" 7.275" 3.860" 11.22 " 21.40 "1281 " 654.0 " 73.67 " 38.56 " 9.356" 3.730! 15
16 6.647" 0.951" 6.981" 3.854" 117.9 " 19.81 "2779 " 820.9 " 149.8 " 58.29 " 8.525" 3.581! 16
17 5.300" 0.965" 6.860" 3.738" 113.3 " 18.44 "1250 " 727.0 " 220.3 " 48.16 " 8.210" 3.452! 17
18 4.296" 0.955" 6.987" 3.660" 60.06 " 17.16 " 525.4 " 623.2 " 188.6 " 39.31 " 7.828" 3.429" 18
19 3.603" 0.923" 7.023" 3.592" 39.02 " 15.37 " 335.0 " 813.2 " 123.4 " 34.24 " 7.547" 3.340" 19
20 3.215" 0.960" 6.980" 3.581" 31.56 " 14.74 " 277.4 " 852.7 " 96.72 " 29.79 " 7.321" 3.190" 20
21 2.534" 5.284" 6.922" 3.561" 28.99 " 16.54 " 280.6 " 619.6 " 82.95 " 26.63 " 7.135" 3.054" 21
22 2.084" 369.6 " 6.741" 3.673" 27.81 " 17.31 "3385 " 766.5 " 76.73 " 24.87 " 7.006" 3.072" 22
23 1.691"3012 " 6.559" 3.581" 50.20 " 16.89 "6133 "1451 " 68.36 " 22.40 " 6.931" 2.970" 23
24 1.484"1759 " 6.345" 3.455" 54.40 " 15.39 "4614 "1333 " 57.59 " 19.47 " 6.858" 2.918" 24
25 1.384" 921.3 " 6.190" 3.314" 54.79 " 18.31 "2041 "1404 " 50.56 " 17.63 " 6.811! 2.900" 25
26 1.342" 509.0 " 6.015" 3.311" 41.29 " 30.66 "1121 "1233 " 45.92 " 16.30 " 6.677! 2.914" 26
27 1.342" 253.1 " 5.966" 3.320" 30.41 " 243.7 " 775.0 " 742.7 " 57.23 " 15.08 " 6.530! 2.886" 27
28 1.338" 199.7 " 5.956" 3.228" 23.85 "1815 " 533.8 " 525.0 " 45.75 " 14.13 " 6.393! 2.662" 28
29 1.267" 5.961" 2.990" 19.73 "2572 " 393.7 " 430.3 "1305 " 13.39 " 6.261! 2.628" 29
30 1.201" 5.914" 3.021" 17.34 "1752 " 330.4 " 382.4 " 775.5 " 12.70 " 6.116! 2.628" 30
31 1.256" 5.635" 16.81 " 817.1 " 313.9 " 11.96 " 2.488" 31
Mean 3.004" 251.8 " 17.91 " 4.053" 25.75 " 225.6 "1035 "1169 " 171.7 " 59.00 " 8.967! 3.889!
Median 1.352" 1.039" 7.023" 3.857" 16.81 " 15.86 " 533.8 " 852.7 " 89.27 " 38.56 " 8.726! 3.581!
Maximum 15.10 "3012 " 137.5 " 5.488" 117.9 "2572 "6133 "3810 "1305 " 383.8 " 16.08 ! 5.959!
Minimum 1.201" 0.923" 5.635" 2.990" 3.053" 9.431" 72.57 " 313.9 " 45.75 " 11.96 " 6.116! 2.488!
Total 93.12" 7049 " 555.1 " 121.6 " 798.1 " 6769 "32088 "36235 " 5152 " 1829 " 269.0 ! 120.6 !
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 249.5 ! ! ... Not reviewed / Quality not known
Ann. Median 11.35 ! " ... Relative Uncertainty +/-10%
Annual Total 91081 !
Maximum Minimum
Daily 6133 ! 0.923!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1987
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.349" 1.564" 1.303" 4.769" 24.99 " 11.82 " 69.54 "1327 " 337.7 " 40.91 " 10.49 " 7.240" 1
2 2.312" 1.542" 1.234" 4.366" 20.07 " 11.55 " 61.15 " 760.9 " 283.6 " 31.20 " 10.88 " 7.320" 2
3 2.262" 1.528" 1.221" 4.146" 17.90 " 11.32 " 61.56 " 575.7 " 237.2 " 25.59 " 10.79 " 7.792" 3
4 2.182" 1.456" 1.255" 4.052" 15.11 " 11.21 " 175.2 " 388.6 " 189.9 " 22.52 " 10.66 " 8.135" 4
5 2.229" 1.458" 1.352! 3.764" 13.23 " 11.20 " 346.0 " 292.0 " 152.7 " 20.66 " 10.38 " 8.208" 5
6 2.243" 1.425" 1.399! 3.491" 15.58 " 12.22 " 337.9 " 224.2 " 126.2 " 19.69 " 9.972" 8.105" 6
7 2.116" 1.405" 1.388! 3.426" 15.08 " 24.71 " 170.5 " 171.0 " 104.9 " 18.38 " 9.377" 7.583" 7
8 2.093" 1.335" 1.394! 3.544" 17.68 " 66.95 " 199.0 " 136.1 " 89.02 " 17.45 " 8.568" 6.754" 8
9 2.112" 1.330" 1.388! 3.647" 72.63 " 321.2 " 439.9 " 111.9 " 76.30 " 16.65 " 7.806" 6.087" 9
10 2.101" 1.319" 1.397! 3.686" 414.0 " 192.7 " 910.4 " 93.42 " 66.25 " 15.51 " 7.265" 5.985" 10
11 2.074" 1.319" 1.409! 4.086" 769.3 " 110.7 " 400.4 " 79.99 " 58.09 " 14.34 " 7.083" 6.000" 11
12 2.000" 1.319" 1.418! 4.186" 584.6 " 69.15 " 202.7 " 73.29 " 51.33 " 13.77 " 7.031" 6.005" 12
13 1.878" 1.326" 1.415! 4.049" 229.7 " 66.23 " 141.3 " 118.5 " 45.59 " 13.40 " 6.761" 6.047" 13
14 1.812" 1.356" 1.397! 4.012" 114.1 " 53.77 " 131.2 " 275.2 " 40.55 " 19.39 " 6.590" 5.946" 14
15 1.808" 1.351" 1.388! 3.977" 76.32 " 41.37 " 113.3 " 441.8 " 36.70 " 18.50 " 6.547" 5.576" 15
16 1.822" 1.333" 1.391! 4.059" 73.48 " 34.91 " 113.1 " 233.0 " 33.01 " 16.10 " 6.627" 5.068" 16
17 1.877" 1.327" 2.591! 4.095" 52.64 " 35.98 " 116.6 " 148.8 " 30.43 " 15.87 " 6.651" 4.821" 17
18 1.887" 1.343" 2.277! 4.111" 41.58 " 44.72 " 107.7 " 108.8 " 28.60 " 21.12 " 6.687" 4.467" 18
19 1.912" 1.314" 2.565! 4.161" 35.02 " 262.3 " 119.4 " 92.72 " 27.29 " 20.94 " 6.689" 3.979" 19
20 1.876" 1.306" 1.510! 4.123" 29.38 " 499.9 " 101.0 " 93.31 " 26.53 " 21.21 " 6.699" 4.088" 20
21 1.830" 1.202" 2.842! 4.111" 25.01 " 679.6 " 76.99 " 420.4 " 26.77 " 23.41 " 6.729" 4.173" 21
22 1.730" 1.095" 5.173! 4.130" 22.02 " 517.4 " 62.16 "1916 " 24.41 " 19.81 " 6.687" 4.012" 22
23 1.631" 1.133" 4.259! 4.160" 19.83 " 386.0 " 59.32 "1035 " 24.36 " 17.23 " 6.614" 4.044" 23
24 1.602" 1.146" 5.697" 4.331" 18.36 " 325.0 " 62.09 " 460.3 " 26.97 " 15.23 " 6.479" 4.310" 24
25 1.594" 1.155" 11.55 " 9.255" 17.15 " 274.0 " 61.74 " 313.1 " 35.64 " 13.59 " 6.322" 4.202" 25
26 1.604" 1.236" 9.191" 113.0 " 16.06 " 183.7 " 61.83 "3471 " 33.52 " 12.32 " 6.157" 4.439" 26
27 1.613" 1.321" 7.322" 48.22 " 14.96 " 136.2 " 73.20 "3632 " 50.37 " 11.20 " 5.971" 4.184" 27
28 1.540" 1.321" 6.216" 26.61 " 14.14 " 107.2 " 62.76 "1231 " 54.93 " 10.59 " 5.988" 3.830" 28
29 1.582" 5.365" 45.59 " 13.52 " 87.29 " 242.1 " 587.4 " 46.76 " 10.30 " 6.521" 3.722" 29
30 1.587" 5.028" 34.85 " 12.80 " 80.06 "1886 " 476.3 " 55.89 " 10.22 " 7.143" 3.722" 30
31 1.594" 5.002" 12.09 " 2519 " 409.7 " 10.19 " 3.704" 31
Mean 1.898" 1.331" 3.172! 12.47 " 90.91 " 155.7 " 306.0 " 635.4 " 80.71 " 17.98 " 7.605" 5.469"
Median 1.877" 1.326" 1.418! 4.117" 20.07 " 74.61 " 116.6 " 313.1 " 48.56 " 17.23 " 6.714" 5.068"
Maximum 2.349" 1.564" 11.55 ! 113.0 " 769.3 " 679.6 "2519 "3632 " 337.7 " 40.91 " 10.88 " 8.208"
Minimum 1.540" 1.095" 1.221! 3.426" 12.09 " 11.20 " 59.32 " 73.29 " 24.36 " 10.19 " 5.971" 3.704"
Total 58.85" 37.26" 98.34! 374.0 " 2818 " 4670 " 9485 "19697 " 2421 " 557.3 " 228.2 " 169.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 111.3 ! ! ... Not reviewed / Quality not known
Ann. Median 11.32 ! " ... Relative Uncertainty +/-10%
Annual Total 40616 !
Maximum Minimum
Daily 3632 ! 1.095!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1988
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.711" 1.765" 2.203" 6.687" 26.64 " 52.49 " 235.2 " 527.6 " [ ] 114.4 $ 9.651$ 3.722$ 1
2 3.722" 1.809" 2.177" 6.388" 18.11 "1274 " 200.1 " 431.4 " [ ] 162.9 " 9.602$ 3.649$ 2
3 3.714" 1.830" 2.164" 6.064" 13.67 "5667 " 173.9 " 366.2 " [ ] 101.5 $ 9.561$ 4.239$ 3
4 3.598" 1.967" 2.198" 5.592" 11.21 "2618 " 152.1 " 306.0 " [ ] 72.83 $ 9.829$ 4.440$ 4
5 3.389" 2.140" 2.367" 5.412" 9.608"1145 " 155.2 " 253.0 " [ ] 69.84 $ 9.283$ 5.134$ 5
6 3.320" 2.310" 2.500" 5.345" 8.533" 937.8 " 173.2 " 208.2 " [ ] 81.52 $ 9.172$ 10.47 $ 6
7 3.233" 2.327" 2.672" 5.016" 7.823" 625.5 " 236.5 " 179.4 " [ ] 105.0 $ 9.787$ 8.340$ 7
8 3.016" 2.407" 2.812" 4.814" 7.257" 589.2 " 342.5 " 159.6 " [ ] 88.64 $ 9.656$ 8.163$ 8
9 2.865" 2.427" 2.952" 4.741" 6.905" 893.9 " 639.8 " 145.0 " [ ] 63.40 $ 9.907$ 8.184$ 9
10 2.831" 2.451" 3.109" 4.763" 6.675" 695.6 " 403.0 " 143.3 " [ ] 48.04 $ 11.05 $ 7.104$ 10
11 2.827" 2.466" 3.305" 4.763" 6.561" 640.1 " 265.4 " 178.7 " [ ] 39.92 $ 10.76 $ 6.348$ 11
12 2.749" 2.445" 3.375" 4.732" 7.091"1075 " 202.7 " 377.9 " [ ] 33.96 $ 9.707$ 5.476$ 12
13 2.677" 2.451" 3.344" 4.789" 8.337"1238 " 639.6 " 601.7 " [ ] 29.63 $ 8.419$ 4.795$ 13
14 2.677" 2.478" 3.371" 5.048" 9.283" 781.0 "2146 " 828.8 " [ ] 25.85 $ 7.934$ 4.339$ 14
15 2.677" 2.483" 3.506" 5.528" 14.05 " 775.7 "1476 "1726 " [ ] 22.82 $ 7.847$ 4.022$ 15
16 2.677" 2.512" 4.162" 5.752" 18.51 " 622.5 "2080 "3858 " 68.71 $ 20.59 $ 7.454$ 3.651$ 16
17 2.704" 2.425" 4.438" 5.817" 18.72 " 720.6 "1392 "2716 " 62.53 $ 18.80 $ 6.966$ 3.155$ 17
18 2.768" 2.322" 4.284" 5.840" 36.38 "4191 " 866.7 "1318 " 57.43 $ 17.26 $ 6.421$ 2.756$ 18
19 2.830" 2.192" 4.156" 6.268" 37.10 "3868 " 864.8 " 917.6 " 54.35 $ 16.59 $ 5.906$ 2.372$ 19
20 2.838" 2.112" 4.147" 6.497" 31.32 "3273 " 673.3 " 749.4 " 50.95 $ 16.34 $ 5.076$ 2.272$ 20
21 2.787" 2.120" 4.134" 6.601" 38.16 "2892 " 466.8 " [ ] 47.79 $ 15.86 $ 4.809$ 2.293$ 21
22 2.726" 2.136" 4.125" 6.554" 117.5 "1610 " 357.2 " [ ] 45.75 $ 16.41 $ 4.790$ 2.314$ 22
23 2.616" 2.141" 4.806" 6.547" 926.4 "1038 " 327.0 " [ ] 50.29 $ 16.63 $ 4.823$ 2.314$ 23
24 2.395" 2.193" 5.398" 6.547" 466.5 " 726.4 "2883 " [ ] 60.60 $ 15.30 $ 4.836$ 2.271$ 24
25 2.371" 2.243" 5.489" 6.791" 524.0 " 563.9 "9039 " [ ] 66.38 $ 15.43 $ 4.678$ 2.023$ 25
26 2.378" 2.220" 6.008" 7.142" 393.5 " 659.4 "4035 " [ ] 60.99 $ 15.16 $ 4.261$ 1.858$ 26
27 2.320" 2.186" 7.110" 7.592" 246.2 " 983.3 "2173 " [ ] 49.40 $ 13.64 $ 4.209$ 1.828$ 27
28 2.126" 2.175" 8.317" 7.942" 165.6 " 626.4 "1815 " [ ] 42.36 $ 12.52 $ 4.110$ 1.821$ 28
29 2.051" 2.187" 8.424" 8.785" 106.3 " 389.7 "1249 " [ ] 43.31 $ 11.58 $ 3.941$ 1.813$ 29
30 1.866" 7.868" 14.39 " 74.65 " 294.1 " 915.4 " [ ] 63.06 $ 10.49 $ 3.863$ 1.820$ 30
31 1.810" 7.048" 56.38 " 684.1 " [ ] 10.15 $ 2.121$ 31
Mean 2.783" 2.239" 4.257" 6.292" 110.3 "1382 "1202 " 799.5 " 54.93 $ 42.03 $ 7.277$ 4.036$
Median 2.749" 2.220" 4.125" 5.952" 18.72 " 837.5 " 639.8 " 404.7 " 54.35 $ 20.59 $ 7.651$ 3.649$
Maximum 3.722" 2.512" 8.424" 14.39 " 926.4 "5667 "9039 "3858 " 68.71 $ 162.9 $ 11.05 $ 10.47 $
Minimum 1.810" 1.765" 2.164" 4.732" 6.561" 52.49 " 152.1 " 143.3 " 42.36 $ 10.15 $ 3.863$ 1.813$
Total 86.27" 64.92" 132.0 " 188.7 " 3419 "41466 "37264 "15991 " 823.9 $ 1303 $ 218.3 $ 125.1 $
Missing Days 0 0 0 0 0 0 0 11 15 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 297.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.327$ $ ... Relative Uncertainty +/-20%
Annual Total 101082 $ [ ... Not Available
Missing Days 26
Maximum Minimum
Daily 9039 $ 1.765$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1989
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.220$ 2.715$ 4.029$ 1.968$ 6.231$ 227.1 $ 69.63 $ 207.7 " 67.81 $ [ ] [ ] 2.879$ 1
2 2.192$ 2.757$ 4.037$ 2.083$ 6.080$ 237.9 " 95.17 $ 170.4 " 81.46 $ [ ] [ ] 2.879$ 2
3 2.176$ 2.709$ 4.474$ 2.428$ 6.023$ 126.2 $ 111.9 $ 141.6 " 54.21 $ [ ] [ ] 2.879$ 3
4 2.181$ 2.665$ 4.477$ 3.059$ 6.088$ 75.38 $ 99.66 $ 137.7 " 40.23 $ [ ] [ ] 2.826$ 4
5 2.216$ 2.695$ 4.413$ 3.220$ 6.764$ 50.12 $ 122.5 $ 158.1 " 33.18 $ [ ] [ ] 2.528$ 5
6 2.218$ 2.720$ 4.023$ 3.386$ 6.926$ 40.19 $ 73.07 $ 134.9 $ [ ] [ ] [ ] 2.399$ 6
7 2.205$ 2.734$ 3.548$ 4.215$ 6.792$ 34.92 $ 48.13 $ 97.19 $ [ ] [ ] [ ] 2.399$ 7
8 2.213$ 2.677$ 3.314$ 4.274$ 6.203$ 32.40 $ 37.58 $ 77.55 $ [ ] [ ] [ ] 2.399$ 8
9 2.123$ 2.679$ 3.178$ 4.608$ 5.866$ 28.11 $ 35.48 $ 66.40 $ [ ] [ ] [ ] 2.399$ 9
10 1.913$ 2.537$ 2.833$ 4.754$ 5.641$ 27.24 $ 42.47 $ 58.10 $ [ ] [ ] 5.532$ 2.399$ 10
11 1.765$ 2.400$ 2.511$ 4.874$ 5.310$ 34.22 $ 69.10 $ 50.53 $ [ ] [ ] 5.361$ 2.399$ 11
12 1.742$ 2.248$ 2.196$ 4.933$ 5.191$ 36.54 $ 47.39 $ 44.95 $ [ ] [ ] 5.358$ 2.399$ 12
13 1.778$ 2.039$ 2.001$ 4.940$ 4.837$ 52.32 $ 37.40 $ 41.33 $ [ ] [ ] 5.363$ 2.399$ 13
14 1.806$ 2.031$ 1.901$ 4.916$ 4.733$ 156.6 " 36.63 $ 38.49 $ [ ] [ ] 5.512$ 2.399$ 14
15 1.806$ 2.031$ 1.916$ 4.630$ 4.642$ 341.1 " 43.89 $ 35.29 $ [ ] [ ] 5.559$ 2.892$ 15
16 1.807$ 2.031$ 1.855$ 4.431$ 4.973$ 736.8 " 143.1 $ 32.31 $ [ ] [ ] 5.524$ 3.321$ 16
17 1.943$ 2.031$ 1.785$ 4.246$ 5.312$ 325.7 " 112.4 $ 30.13 $ [ ] [ ] 5.451$ 3.414$ 17
18 1.992$ 2.031$ 1.798$ 4.123$ 5.277$ 157.0 $ 70.61 $ 31.13 $ [ ] [ ] 5.098$ 3.616$ 18
19 1.992$ 2.031$ 1.779$ 4.086$ 5.263$ 100.8 $ 51.91 $ 57.38 $ [ ] [ ] 4.754$ 4.011$ 19
20 2.093$ 2.031$ 1.781$ 3.966$ 5.413$ 98.69 $ 46.36 $ 322.4 $ [ ] [ ] 4.432$ 4.420$ 20
21 2.517$ 2.031$ 1.784$ 3.882$ 7.182$ 94.30 $ 84.15 $ 182.5 " [ ] [ ] 4.185$ 5.233$ 21
22 2.420$ 2.034$ 1.762$ 3.861$ 16.12 $ 78.31 $ 466.3 " 98.44 $ [ ] [ ] 3.982$ 5.768$ 22
23 2.039$ 2.148$ 1.677$ 4.233$ 17.65 $ 60.96 $ 539.0 " 66.83 $ [ ] [ ] 3.859$ 5.633$ 23
24 2.031$ 2.386$ 1.611$ 5.490$ 36.80 $ 48.26 $ 305.5 " 50.61 $ [ ] [ ] 3.635$ 5.800$ 24
25 2.175$ 3.505$ 1.609$ 5.604$ 125.4 $ 39.74 $ 254.1 " 41.58 $ [ ] [ ] 3.292$ 6.023$ 25
26 2.239$ 3.528$ 1.522$ 6.146$ 185.5 " 34.22 $ 171.7 " 37.11 $ [ ] [ ] 3.131$ 6.024$ 26
27 2.176$ 3.508$ 1.536$ 7.201$ 94.47 $ 29.97 $ 171.5 " 33.63 $ [ ] [ ] 3.046$ 5.970$ 27
28 2.200$ 4.333$ 1.550$ 7.596$ 64.54 $ 28.02 $ 234.7 " 32.68 $ [ ] [ ] 2.967$ 5.970$ 28
29 2.426$ 1.575$ 6.994$ 185.9 $ 27.45 $ 634.2 " 31.51 $ [ ] [ ] 2.879$ 5.996$ 29
30 2.753$ 1.581$ 6.304$ 193.8 " 31.67 $ 544.6 " 32.64 $ [ ] [ ] 2.879$ 6.023$ 30
31 2.665$ 1.713$ 148.8 " 312.6 " 57.13 $ [ ] 6.023$ 31
Mean 2.130$ 2.545$ 2.444$ 4.548$ 38.38 $ 113.1 $ 164.9 $ 83.81 $ 55.38 $ [ ] 4.371$ 3.926$
Median 2.176$ 2.469$ 1.855$ 4.353$ 6.203$ 51.22 $ 95.17 $ 57.13 $ 54.21 $ [ ] 4.432$ 3.321$
Maximum 2.753$ 4.333$ 4.477$ 7.596$ 193.8 $ 736.8 $ 634.2 $ 322.4 $ 81.46 $ [ ] 5.559$ 6.024$
Minimum 1.742$ 2.031$ 1.522$ 1.968$ 4.642$ 27.24 $ 35.48 $ 30.13 $ 33.18 $ [ ] 2.879$ 2.399$
Total 66.02 $ 71.26 $ 75.77 $ 136.5 $1190 $3392 $5113 $2598 $ 276.9 $ [ ] 91.80 $ 121.7 $
Missing Days 0 0 0 0 0 0 0 0 25 31 9 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.78 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.145$ $ ... Relative Uncertainty +/-20%
Annual Total 13133 $ [ ... Not Available
Missing Days 65
Maximum Minimum
Daily 736.8 $ 1.522$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1990
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.978$ 568.5 " 7.970$ 7.208$ 14.43 $ 31.90 $ 19.83 $ 30.20 ! [ ] 24.13 $ 8.824$ 2.933$ 1
2 5.906$ 622.8 " 7.469$ 7.000$ 13.72 $ 34.56 $ 19.58 $ 29.47 ! [ ] 20.92 $ 8.800$ 2.823$ 2
3 5.902$ 540.0 " 7.056$ 7.000$ 12.99 $ 26.78 $ 19.22 $ [ ] [ ] 18.26 $ 8.657$ 2.746$ 3
4 5.888$ 279.3 " 6.775$ 6.998$ 12.63 $ 22.09 $ 18.74 $ [ ] [ ] 16.24 $ 8.271$ 2.746$ 4
5 5.625$ 146.9 $ 6.515$ 6.958$ 12.13 $ 19.28 $ 18.58 $ [ ] [ ] 14.98 $ 7.697$ 2.742$ 5
6 5.610$ 82.82 $ 6.362$ 6.746$ 11.41 $ 19.10 $ 18.58 $ [ ] [ ] 14.35 $ 7.140$ 2.742$ 6
7 5.610$ 51.39 $ 6.356$ 6.695$ 11.02 $ 21.89 $ 18.58 $ [ ] [ ] 14.26 $ 6.804$ 2.741$ 7
8 5.577$ 35.21 $ 6.294$ 6.734$ 10.95 $ 195.2 $ 18.58 $ [ ] [ ] 227.7 $ 6.640$ 2.739$ 8
9 5.381$ 25.81 $ 6.065$ 6.492$ 10.95 $ 203.2 " 18.58 $ [ ] [ ] 224.3 " 6.300$ 2.752$ 9
10 5.630$ 976.4 $ 5.918$ 6.184$ 10.95 $ 113.9 $ 18.84 $ [ ] [ ] 137.3 $ 5.892$ 2.588$ 10
11 5.814$ 980.6 " 5.821$ 6.347$ 10.95 $ 90.53 $ 19.91 $ [ ] [ ] 142.9 $ 5.363$ 2.218$ 11
12 5.960$ 576.3 " 5.782$ 6.440$ 10.95 $ 71.21 $ 25.60 $ [ ] [ ] 177.9 " 5.049$ 2.075$ 12
13 6.099$ 301.5 " 5.866$ 6.518$ 10.95 $ 53.97 $ 33.95 $ [ ] [ ] 160.2 " 5.024$ 2.082$ 13
14 5.919$ 185.0 " 8.139$ 12.75 $ 11.35 $ 73.74 $ 540.0 $ [ ] 51.38 $ 116.1 $ 4.929$ 2.070$ 14
15 5.814$ 145.0 " 30.76 $ 27.38 $ 12.59 $ 85.00 $ 532.7 " [ ] 37.54 $ 82.67 $ 4.863$ 2.070$ 15
16 5.814$ 141.2 $ 53.97 $ 22.07 $ 12.97 $ 123.8 $ 351.7 " [ ] 30.72 $ 101.6 $ 4.556$ 2.070$ 16
17 5.813$ 91.43 $ 38.01 $ 17.91 $ 12.97 $ 161.2 " 774.0 " [ ] 28.09 $ 81.45 $ 4.387$ 1.942$ 17
18 5.573$ 61.72 $ 26.96 $ 14.68 $ 13.25 $ 97.02 $ 976.9 " [ ] 28.01 $ 52.09 $ 4.387$ 1.735$ 18
19 5.559$ 44.23 $ 42.00 $ 13.44 $ 13.79 $ 64.95 $ 572.1 " [ ] 31.53 $ 37.73 $ 4.460$ 1.735$ 19
20 5.587$ 33.76 $ 34.50 $ 13.90 $ 38.97 $ 48.73 $ 295.6 " [ ] 40.28 $ 29.91 $ 4.519$ 1.753$ 20
21 5.627$ 26.42 $ 25.39 $ 12.76 $ 164.3 $ 40.15 $ 183.9 ! [ ] 45.88 $ 24.23 $ 4.519$ 1.770$ 21
22 5.312$ 21.05 $ 19.26 $ 12.48 $ 81.53 $ 37.47 $ 138.2 ! [ ] 42.95 $ 20.40 $ 4.514$ 1.831$ 22
23 5.298$ 16.95 $ 15.04 $ 36.57 $ 57.11 $ 34.72 $ 105.7 ! [ ] 34.29 $ 17.43 $ 4.408$ 1.879$ 23
24 5.071$ 14.29 $ 12.35 $ 46.76 $ 40.67 $ 30.96 $ 80.99 ! [ ] 30.60 $ 15.22 $ 4.051$ 1.879$ 24
25 5.050$ 12.30 $ 10.72 $ 32.29 $ 30.42 $ 27.94 $ 65.22 ! [ ] 30.84 $ 13.43 $ 3.781$ 1.879$ 25
26 4.683$ 10.71 $ 10.54 $ 24.86 $ 25.67 $ 25.38 $ 53.42 ! [ ] 44.85 $ 11.93 $ 3.698$ 1.879$ 26
27 4.653$ 9.464$ 9.639$ 21.24 $ 22.99 $ 23.48 $ 44.47 ! [ ] 68.26 $ 10.48 $ 3.545$ 1.824$ 27
28 9.601$ 8.619$ 8.825$ 18.48 $ 21.79 $ 21.81 $ 38.67 ! [ ] 56.09 $ 9.503$ 3.292$ 1.806$ 28
29 245.3 $ 8.066$ 16.42 $ 21.23 $ 20.75 $ 35.37 ! [ ] 38.34 $ 9.269$ 3.230$ 1.806$ 29
30 1643 " 7.604$ 15.30 $ 32.37 $ 20.25 $ 32.66 ! [ ] 29.56 $ 9.271$ 3.174$ 1.806$ 30
31 1649 " 7.495$ 26.06 $ 31.01 ! [ ] 8.948$ 1.806$ 31
Mean 119.3 $ 214.6 $ 14.63 $ 14.89 $ 25.62 $ 61.37 $ 165.2 ! 29.83 ! 39.37 $ 59.52 $ 5.359$ 2.176$
Median 5.630$ 72.27 $ 8.066$ 12.76 $ 13.25 $ 36.10 $ 35.37 ! 29.83 ! 37.54 $ 20.92 $ 4.710$ 2.070$
Maximum 1649 $ 980.6 $ 53.97 $ 46.76 $ 164.3 $ 203.2 $ 976.9 ! 30.20 ! 68.26 $ 227.7 $ 8.824$ 2.933$
Minimum 4.653$ 8.619$ 5.782$ 6.184$ 10.95 $ 19.10 $ 18.58 ! 29.47 ! 28.01 $ 8.948$ 3.174$ 1.735$
Total 3697 $6010 $ 453.5 $ 446.6 $ 794.1 $1841 $5121 ! 59.67 ! 669.2 $1845 $ 160.8 $ 67.46 $
Missing Days 0 0 0 0 0 0 0 29 13 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 65.53 ! ! ... Not reviewed / Quality not known
Ann. Median 14.43 ! " ... Relative Uncertainty +/-10%
Annual Total 21166 ! $ ... Relative Uncertainty +/-20%
Missing Days 42 [ ... Not Available
Maximum Minimum
Daily 1649 ! 1.735!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1991
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.806$ 1.806$ 2.450$ 3.340$ 5.509$ 7.371$ 93.23 $ 664.0 " 104.2 $ 24.10 $ 7.916$ 6.613$ 1
2 1.806$ 1.806$ 2.832$ 3.340$ 5.509$ 8.027$ 75.95 $1213 " 87.26 $ 22.70 $ 7.869$ 6.291$ 2
3 1.806$ 1.803$ 3.192$ 3.340$ 5.599$ 8.415$1625 $2921 " 74.39 $ 23.17 $ 7.596$ 5.876$ 3
4 1.806$ 1.782$ 3.266$ 3.340$ 6.186$ 8.955$1601 "2771 " 66.29 $ 22.74 $ 7.439$ 5.479$ 4
5 1.755$ 1.806$ 3.208$ 3.340$ 6.538$ 10.03 $ 673.7 "3378 " 60.16 $ 22.45 $ 8.991$ 5.161$ 5
6 1.759$ 1.806$ 2.989$ 3.340$ 6.652$ 14.32 $ 722.5 "2143 " 55.46 $ 22.79 $ 11.76 $ 5.045$ 6
7 1.664$ 1.718$ 2.917$ 3.434$ 6.652$ 14.88 $ 400.6 "1347 " 51.93 $ 24.51 $ 37.37 $ 4.942$ 7
8 1.611$ 1.704$ 2.913$ 3.490$ 6.652$ 22.92 $ 259.7 " 890.7 " 52.00 $ 22.56 $ 93.56 $ 4.814$ 8
9 1.611$ 1.704$ 2.844$ 4.131$ 6.652$ 24.81 $ 191.1 " 663.4 " 54.51 $ 23.55 $ 52.80 $ 4.642$ 9
10 1.611$ 1.704$ 2.651$ 5.361$ 6.687$ 21.56 $ 142.7 " 525.9 " 66.50 $ 24.23 $ 31.07 $ 4.354$ 10
11 1.611$ 1.704$ 2.645$ 5.475$ 5.313$ 17.97 $ 120.8 $ 426.0 " 71.75 $ 20.56 $ 21.16 $ 4.016$ 11
12 1.611$ 1.669$ 2.648$ 6.400$ 5.312$ 15.16 $ 112.8 $ 353.0 " 80.64 $ 17.75 $ 15.98 $ 4.055$ 12
13 1.611$ 1.661$ 2.647$ 6.895$ 5.312$ 15.30 $ 116.1 $ 290.4 " 65.06 $ 15.88 $ 14.59 $ 4.082$ 13
14 1.583$ 1.662$ 2.583$ 6.888$ 5.312$ 16.21 $ 95.14 $ 241.7 " 61.86 $ 14.97 $ 14.57 $ 4.030$ 14
15 1.492$ 1.664$ 2.488$ 6.642$ 5.312$ 23.98 $ 82.15 $ 205.5 " 191.1 $ 14.08 $ 15.23 $ 3.855$ 15
16 1.492$ 1.665$ 2.486$ 6.331$ 5.311$ 40.18 $ 83.12 $ 179.6 " 386.2 " 13.21 $ 18.40 $ 3.470$ 16
17 1.520$ 1.665$ 2.486$ 5.699$ 5.248$ 227.8 $ 89.51 $ 162.2 " 448.3 " 12.44 $ 29.47 $ 2.710$ 17
18 1.551$ 1.662$ 2.486$ 5.140$ 5.239$ 296.9 " 146.8 $ 153.9 " 256.0 " 12.10 $ 30.97 $ 2.442$ 18
19 1.551$ 1.660$ 2.486$ 5.118$ 5.216$ 180.0 " 273.8 " 158.5 " 151.2 " 12.25 $ 21.71 $ 2.632$ 19
20 1.551$ 1.683$ 2.486$ 5.118$ 5.332$ 106.3 $ 654.3 " 188.9 " 119.6 $ 12.00 $ 16.11 $ 2.711$ 20
21 1.592$ 1.758$ 2.515$ 5.118$ 5.459$ 64.38 $3599 " 230.1 " 105.4 $ 12.68 $ 13.08 $ 2.711$ 21
22 3.400$ 1.865$ 2.915$ 5.077$ 5.694$ 43.32 $5919 " 202.8 " 102.5 $ 13.40 $ 11.09 $ 2.911$ 22
23 3.547$ 1.916$ 3.087$ 4.622$ 6.175$ 34.73 $4002 " 169.4 " 74.41 $ 12.81 $ 9.726$ 3.052$ 23
24 3.183$ 1.916$ 3.087$ 4.608$ 6.356$ 31.80 $2080 " 139.3 " 57.31 $ 11.16 $ 8.897$ 6.517$ 24
25 3.019$ 1.987$ 3.087$ 4.663$ 6.356$ 37.89 $1598 " 126.8 " 46.41 $ 10.20 $ 8.382$ 9.004$ 25
26 2.526$ 2.224$ 3.087$ 4.699$ 6.356$ 130.3 $1141 " 121.2 $ 38.97 $ 9.943$ 8.068$ 505.7 $ 26
27 2.342$ 2.442$ 3.087$ 4.811$ 6.356$ 312.7 " 911.0 " 117.5 $ 34.02 $ 9.738$ 7.630$ 434.4 " 27
28 2.112$ 2.442$ 3.087$ 5.202$ 6.543$ 189.6 " 890.4 " 141.3 " 30.15 $ 9.369$ 7.206$ 209.6 " 28
29 2.089$ 3.087$ 5.410$ 6.692$ 127.2 $ 693.2 " 201.2 " 27.24 $ 8.977$ 7.015$ 105.1 $ 29
30 1.813$ 3.087$ 5.462$ 6.702$ 138.9 $ 557.0 " 165.6 " 25.30 $ 8.554$ 6.950$ 163.0 $ 30
31 1.806$ 3.239$ 7.185$ 624.9 " 125.6 $ 8.130$ 109.6 $ 31
Mean 1.943$ 1.817$ 2.841$ 4.861$ 5.981$ 73.06 $ 954.0 $ 665.1 $ 101.5 $ 15.90 $ 18.42 $ 52.86 $
Median 1.755$ 1.738$ 2.913$ 5.098$ 6.175$ 28.31 $ 557.0 $ 205.5 $ 66.39 $ 13.40 $ 12.42 $ 4.814$
Maximum 3.547$ 2.442$ 3.266$ 6.895$ 7.185$ 312.7 $5919 $3378 $ 448.3 $ 24.51 $ 93.56 $ 505.7 $
Minimum 1.492$ 1.660$ 2.450$ 3.340$ 5.216$ 7.371$ 75.95 $ 117.5 $ 25.30 $ 8.130$ 6.950$ 2.442$
Total 60.23$ 50.88$ 88.07$ 145.8 $ 185.4 $ 2192 $29575 $20617 $ 3046 $ 493.0 $ 552.6 $ 1639 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 160.7 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.869$ $ ... Relative Uncertainty +/-20%
Annual Total 58646 $
Maximum Minimum
Daily 5919 $ 1.492$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1992
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 66.16 $ 3.158$ 5.358$ 14.53 $ 17.17 $ 12.00 $ 535.8 " 172.0 "1545 " 91.43 $ 10.84 $ 9.698$ 1
2 42.08 $ 3.158$ 4.992$ 13.40 $ 16.20 $ 11.00 $ 459.2 " 226.0 "1237 " 82.11 $ 9.798$ 8.858$ 2
3 29.73 $ 54.91 $ 4.699$ 12.55 $ 14.46 $ 10.35 $ 496.9 " 423.6 "1167 " 95.09 $ 8.880$ 8.649$ 3
4 21.54 $ 126.9 $ 4.549$ 11.66 $ 13.40 $ 10.01 $ 372.0 " 653.8 "1424 " 113.1 $ 8.391$ 8.535$ 4
5 16.00 $ 52.75 $ 4.271$ 10.96 $ 12.65 $ 9.748$ 310.7 " 380.1 "1526 " 197.7 " 8.235$ 8.039$ 5
6 12.59 $ 32.07 $ 4.088$ 10.41 $ 12.34 $ 9.373$ 258.5 " 581.8 " 946.4 " 142.9 " 8.193$ 7.364$ 6
7 9.909$ 22.77 $ 4.058$ 10.63 $ 12.28 $ 9.232$ 178.7 " 883.2 " 749.5 " 114.6 $ 8.166$ 6.976$ 7
8 8.232$ 24.62 $ 3.964$ 11.06 $ 12.01 $ 9.015$ 136.7 " 676.4 " 577.6 " 112.6 $ 8.184$ 6.872$ 8
9 7.120$ 92.69 $ 3.964$ 11.48 $ 12.00 $ 8.710$ 111.8 $ 723.1 " 448.7 " 112.6 $ 8.206$ 6.868$ 9
10 6.480$ 688.7 " 3.964$ 424.2 $ 11.96 $ 8.397$ 102.7 $1374 " 407.1 " 100.6 $ 8.753$ 6.846$ 10
11 5.850$ 422.7 " 3.869$1706 " 11.67 $ 8.448$ 103.3 $2629 " 380.3 " 79.59 $ 8.901$ 6.824$ 11
12 5.353$ 167.9 $ 3.628$1336 " 10.73 $ 9.638$ 162.2 $1799 " 317.7 " 63.95 $ 8.828$ 6.738$ 12
13 4.857$ 89.24 $ 3.528$ 476.8 " 10.58 $ 11.63 $ 163.5 "1436 " 267.0 " 53.06 $ 9.171$ 6.738$ 13
14 4.477$ 53.24 $ 14.22 $ 280.5 " 10.58 $ 24.03 $ 155.7 "1038 " 247.2 " 45.50 $ 9.726$ 6.738$ 14
15 4.257$ 36.54 $2343 $ 218.9 " 10.56 $ 64.89 $ 369.8 " 745.4 " 225.2 " 40.48 $ 9.512$ 6.675$ 15
16 4.022$ 27.83 $ 936.1 " 130.5 $ 10.49 $ 104.9 $ 364.7 " 924.7 " 201.4 " 36.72 $ 9.064$ 6.567$ 16
17 3.722$ 22.23 $ 363.2 " 80.07 $ 10.35 $ 150.3 " 221.6 "1449 " 170.7 " 33.19 $ 15.05 $ 6.567$ 17
18 3.722$ 18.10 $ 150.2 $ 60.27 $ 9.933$ 165.8 " 264.3 " 829.2 " 148.1 " 30.34 $ 24.69 $ 6.567$ 18
19 3.722$ 15.17 $ 94.66 $ 114.5 $ 9.471$ 129.0 $ 214.6 " 488.1 " 132.3 " 27.65 $ 19.38 $ 6.554$ 19
20 3.722$ 13.47 $ 151.5 $ 97.79 $ 9.350$ 114.8 $ 237.1 " 377.9 " 129.5 " 24.78 $ 17.44 $ 6.453$ 20
21 3.717$ 14.93 $ 187.5 " 220.2 $ 9.238$ 116.1 $ 390.9 " 308.5 " 210.7 " 22.46 $ 18.83 $ 6.440$ 21
22 3.633$ 15.99 $ 191.6 " 222.2 " 9.217$ 140.3 " 548.8 " 249.1 " 484.0 " 20.02 $ 27.60 $ 6.506$ 22
23 3.472$ 13.05 $ 184.4 " 123.3 $ 9.814$ 257.7 " 298.0 " 209.9 " 405.3 " 18.17 $ 61.56 $ 6.567$ 23
24 3.276$ 10.82 $ 115.5 $ 73.71 $ 11.02 $ 186.0 " 188.4 " 184.1 " 495.6 " 16.76 $ 46.68 $ 6.567$ 24
25 3.266$ 9.166$ 70.22 $ 50.18 $ 11.43 $ 118.9 $ 143.6 " 221.7 " 512.6 " 16.23 $ 29.45 $ 6.567$ 25
26 3.266$ 7.830$ 48.31 $ 37.15 $ 11.96 $ 85.68 $ 127.0 "1071 " 376.7 " 16.13 $ 21.02 $ 6.567$ 26
27 3.328$ 6.869$ 35.43 $ 29.68 $ 12.14 $ 120.1 $ 123.5 "2890 " 265.9 " 14.93 $ 16.00 $ 6.566$ 27
28 3.395$ 6.212$ 27.73 $ 24.85 $ 12.14 $ 337.2 " 171.6 "2830 " 189.0 " 14.11 $ 13.44 $ 6.500$ 28
29 3.280$ 5.772$ 22.30 $ 21.48 $ 12.61 $ 497.5 " 152.4 "4174 " 139.7 " 13.31 $ 11.88 $ 6.482$ 29
30 3.248$ 18.75 $ 19.18 $ 13.07 $ 712.8 " 168.8 "2787 " 108.6 $ 12.43 $ 10.67 $ 6.482$ 30
31 3.158$ 16.23 $ 13.05 $ 235.3 "1534 " 11.56 $ 6.482$ 31
Mean 9.696$ 70.99 $ 162.1 $ 195.1 $ 11.74 $ 115.1 $ 250.6 $1105 " 514.5 $ 57.23 $ 15.89 $ 6.995$
Median 4.022$ 22.23 $ 18.75 $ 55.22 $ 11.96 $ 75.28 $ 214.6 $ 745.4 " 378.5 $ 36.72 $ 10.24 $ 6.567$
Maximum 66.16 $ 688.7 $2343 $1706 $ 17.17 $ 712.8 $ 548.8 $4174 "1545 $ 197.7 $ 61.56 $ 9.698$
Minimum 3.158$ 3.158$ 3.528$ 10.41 $ 9.217$ 8.397$ 102.7 $ 172.0 " 108.6 $ 11.56 $ 8.166$ 6.440$
Total 300.6 $ 2059 $ 5026 $ 5854 $ 363.9 $ 3454 $ 7768 $34270 "15436 $ 1774 $ 476.6 $ 216.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 210.4 $ " ... Relative Uncertainty +/-10%
Ann. Median 23.40 $ $ ... Relative Uncertainty +/-20%
Annual Total 76998 $
Maximum Minimum
Daily 4174 $ 3.158$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1993
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.482$ 5.015$ 2.318$ 4.608$ 22.94 $ 305.3 " 299.5 " 723.3 " 709.4 " 43.25 $ 11.55 $ 5.820$ 1
2 6.470$ 5.070$ 2.126$ 4.608$ 659.6 $ 482.5 " 267.1 " 548.4 " 415.0 " 44.97 $ 10.89 $ 5.544$ 2
3 6.368$ 5.056$ 2.109$ 4.672$1449 " 434.2 " 256.9 " 351.2 " 279.1 " 65.88 $ 10.89 $ 5.364$ 3
4 6.222$ 4.951$ 2.109$ 4.699$ 690.3 " 360.4 " 314.3 " 269.9 " 253.2 " 90.08 $ 10.66 $ 5.203$ 4
5 6.128$ 4.809$ 2.109$ 4.753$ 278.7 " 245.8 " 245.1 " 252.1 " 334.6 " 91.57 $ 9.679$ 5.011$ 5
6 6.104$ 4.792$ 2.109$ 4.940$ 182.2 " 171.6 " 174.3 " 448.2 " 558.6 " 61.02 $ 9.025$ 4.748$ 6
7 5.876$ 4.882$ 2.098$ 5.044$ 174.9 " 134.5 " 144.4 "1535 " 351.2 " 44.81 $ 8.745$ 4.598$ 7
8 5.455$ 4.890$ 2.083$ 5.120$ 140.1 $ 109.9 $ 123.7 $1550 " 370.4 " 38.13 $ 8.082$ 4.516$ 8
9 5.380$ 5.114$ 2.070$ 5.166$ 102.3 $ 167.1 $ 106.2 $ 850.3 " 673.7 " 35.01 $ 7.728$ 4.393$ 9
10 5.361$ 5.680$ 2.070$ 5.503$ 73.64 $1262 " 94.56 $ 637.1 " 552.5 " 31.38 $ 7.660$ 4.264$ 10
11 5.361$ 5.458$ 2.087$ 5.645$ 52.50 $1309 " 87.97 $ 661.3 " 332.2 " 28.80 $ 7.417$ 4.123$ 11
12 5.360$ 5.312$ 2.341$ 5.509$ 38.66 $ 781.8 " 88.75 $ 513.7 " 263.5 " 25.57 $ 7.404$ 3.951$ 12
13 5.263$ 5.312$ 2.486$ 5.462$ 31.42 $1050 " 125.5 $ 618.9 " 262.3 " 23.46 $ 7.445$ 3.734$ 13
14 5.263$ 5.312$ 2.494$ 5.263$ 26.69 $ 812.2 " 244.6 " 944.2 " 259.5 " 22.05 $ 8.685$ 3.508$ 14
15 5.371$ 5.312$ 2.838$ 5.263$ 22.98 $ 540.7 " 204.2 " 714.3 " 218.8 " 20.59 $ 9.301$ 3.234$ 15
16 5.410$ 5.312$ 3.052$ 5.263$ 20.07 $ 366.6 " 143.0 " 674.7 " 181.3 " 21.76 $ 63.42 $ 3.143$ 16
17 5.410$ 5.284$ 3.083$ 5.263$ 18.41 $ 271.3 " 130.4 " 919.8 " 169.5 " 23.59 $ 93.42 $ 3.284$ 17
18 5.410$ 5.263$ 3.411$ 5.263$ 18.13 $ 221.8 " 140.0 " 716.3 " 170.4 " 22.44 $ 50.49 $ 3.375$ 18
19 5.459$ 5.263$ 3.644$ 5.263$ 18.35 $ 195.2 " 156.0 " 530.6 " 183.9 " 20.47 $ 31.00 $ 3.432$ 19
20 5.391$ 5.263$ 3.788$ 5.260$ 18.35 $ 177.0 " 119.9 $ 399.5 " 164.8 " 19.13 $ 22.08 $ 3.429$ 20
21 5.361$ 5.263$ 3.944$ 5.032$ 18.64 $ 149.7 " 99.51 $ 312.3 " 139.7 " 18.39 $ 16.45 $ 3.218$ 21
22 5.361$ 5.263$ 4.093$ 4.976$ 18.71 $ 132.0 " 89.29 $ 255.9 " 110.3 $ 16.84 $ 13.91 $ 3.078$ 22
23 5.358$ 5.343$ 4.172$ 4.976$ 22.66 $ 124.6 " 96.71 $ 215.6 " 91.44 $ 15.72 $ 11.40 $ 2.940$ 23
24 5.308$ 5.528$ 4.191$ 4.976$ 25.14 $ 118.7 $ 106.7 $ 189.2 " 78.82 $ 14.91 $ 9.778$ 2.742$ 24
25 5.138$ 5.647$ 4.215$ 4.976$ 20.34 $ 110.2 $ 139.5 $ 177.6 " 68.59 $ 13.90 $ 8.759$ 2.557$ 25
26 5.118$ 5.756$ 4.493$ 4.976$ 16.89 $ 110.0 $ 104.7 $ 282.3 " 60.53 $ 12.82 $ 8.262$ 2.456$ 26
27 4.984$ 5.990$ 4.608$ 4.976$ 15.12 $ 117.2 $ 95.52 $ 523.3 " 53.06 $ 12.48 $ 7.527$ 2.409$ 27
28 4.949$ 4.344$ 4.608$ 4.976$ 18.43 $ 224.4 " 117.2 $ 335.5 " 47.05 $ 12.23 $ 6.694$ 2.399$ 28
29 4.929$ 4.608$ 4.976$ 186.9 $ 344.7 " 283.4 " 246.2 " 43.99 $ 12.31 $ 6.322$ 2.399$ 29
30 4.929$ 4.608$ 4.976$1078 " 395.2 " 934.8 " 434.5 " 43.13 $ 12.28 $ 6.102$ 2.418$ 30
31 4.929$ 4.608$ 534.1 " 1202 " 923.5 " 12.28 $ 2.659$ 31
Mean 5.481$ 5.232$ 3.180$ 5.079$ 193.4 $ 374.2 $ 217.3 $ 572.7 " 248.0 $ 29.94 $ 16.36 $ 3.676$
Median 5.361$ 5.263$ 3.052$ 5.004$ 26.69 $ 235.1 $ 139.5 $ 523.3 " 201.3 $ 22.05 $ 9.163$ 3.429$
Maximum 6.482$ 5.990$ 4.608$ 5.645$1449 $1309 $1202 $1550 " 709.4 $ 91.57 $ 93.42 $ 5.820$
Minimum 4.929$ 4.344$ 2.070$ 4.608$ 15.12 $ 109.9 $ 87.97 $ 177.6 " 43.13 $ 12.23 $ 6.102$ 2.399$
Total 169.9 $ 146.5 $ 98.58$ 152.4 $ 5994 $11225 $ 6735 $17755 " 7441 $ 928.1 $ 490.8 $ 113.9 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 140.4 $ " ... Relative Uncertainty +/-10%
Ann. Median 14.91 $ $ ... Relative Uncertainty +/-20%
Annual Total 51250 $
Maximum Minimum
Daily 1550 $ 2.070$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1994
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.799$ 2.442$ 5.042! 3.194$ 4.039$ 685.1 ! 514.2 ! 54.53 ! 33.91 ! 15.18 ! 11.63 ! 4.296$ 1
2 2.846$ 2.442$ 5.107! 3.194$ 3.727$1014 !1375 ! 45.44 ! 45.24 ! 19.45 ! 11.06 ! 4.257$ 2
3 2.859$ 2.453$ 5.245! 3.290$ 3.581$ 266.3 !1072 ! 40.54 ! 47.90 ! 19.87 ! 10.33 ! 4.216$ 3
4 2.879$ 2.520$ 5.425! 3.414$ 3.507$ 96.16 ! 690.0 ! 122.8 ! 41.97 ! 18.06 ! 9.618! 4.171$ 4
5 2.871$ 2.584$ 5.703! 3.555$ 3.435$ 48.30 ! 480.4 !1666 ! 33.67 ! 18.32 ! 9.192! 4.130$ 5
6 2.749$ 2.672$ 6.057! 3.644$ 3.363$ 30.38 ! 370.5 !1951 ! 27.15 ! 20.60 ! 8.825! 4.090$ 6
7 2.627$ 2.799$ 6.862! 3.644$ 3.293$ 21.91 ! 304.4 !1321 ! 22.78 ! 20.22 ! 8.451! 4.060$ 7
8 2.567$ 2.843$ 8.450! 3.507$ 3.224$ 19.51 ! 303.7 !1070 ! 20.06 ! 18.71 ! 8.080! 4.028$ 8
9 2.530$ 2.814$ 7.840! 3.690$ 3.194$ 59.54 ! 411.7 ! 851.3 ! 18.34 ! 17.71 ! 7.631! 4.000$ 9
10 2.530$ 2.764$ 6.815! 3.748$ 3.212$ 90.00 ! 791.1 !1579 ! 19.72 ! 17.02 ! 7.198! 3.964$ 10
11 2.518$ 2.697$ 5.983! 3.513$ 3.411$ 57.04 !1198 !1601 ! 141.3 ! 16.53 ! 6.879! 3.932$ 11
12 2.486$ 2.556$ 5.226$ 3.484$ 3.542$ 91.15 !1081 !1108 ! 125.1 ! 16.13 ! 6.586! 3.894$ 12
13 2.486$ 2.487$ 4.945$ 4.236$ 3.566$ 70.78 ! 770.7 ! 798.3 ! 81.05 ! 15.87 ! 6.278! 3.855$ 13
14 2.486$ 2.520$ 4.653$ 4.388$ 3.528$ 45.09 ! 641.3 ! 545.6 ! 56.25 ! 17.36 ! 5.957! 3.825$ 14
15 2.486$ 2.530$ 4.575$ 4.430$ 3.415$ 35.31 ! 548.5 ! 363.6 ! 43.17 ! 24.97 ! 5.646! 3.794$ 15
16 2.494$ 2.514$ 4.260$ 4.869$ 3.383$ 28.68 ! 440.4 ! 250.1 ! 35.61 ! 48.02 ! 5.503! 3.762$ 16
17 3.262$ 2.486$ 3.923$ 5.452$ 3.612$ 25.33 ! 366.8 ! 188.0 ! 30.97 ! 92.35 ! 5.352! 3.735$ 17
18 3.206$ 2.486$ 3.736$ 5.348$ 3.945$ 23.30 ! 303.1 ! 147.4 ! 27.72 ! 86.29 ! 5.222$ 3.715$ 18
19 3.031$ 2.486$ 3.461$ 4.811$ 4.078$ 27.90 ! 252.1 ! 120.0 ! 24.83 ! 66.51 ! 5.141$ 3.677$ 19
20 2.777$ 2.486$ 3.266$ 4.744$ 3.846$ 37.83 ! 208.1 ! 91.09 ! 22.94 ! 51.80 ! 5.060$ 3.644$ 20
21 2.637$ 2.486$ 3.257$ 4.890$ 3.190$ 53.66 ! 182.4 ! 69.09 ! 21.39 ! 41.00 ! 4.967$ 3.610$ 21
22 2.619$ 2.493$ 3.147$ 4.979$ 2.803$ 101.4 ! 179.7 ! 56.68 ! 19.54 ! 35.16 ! 4.903$ 3.587$ 22
23 2.646$ 2.556$ 3.125$ 4.976$ 4.350$ 257.6 ! 216.9 ! 43.56 ! 17.83 ! 29.97 ! 4.846$ 3.564$ 23
24 2.756$ 2.634$ 3.144$ 4.976$ 63.10 $ 449.7 ! 323.0 ! 36.98 ! 16.53 ! 26.18 ! 4.864$ 3.528$ 24
25 2.860$ 2.865$ 3.518$ 4.964$ 92.38 $ 412.3 ! 302.0 ! 31.21 ! 15.37 ! 23.36 ! 4.882$ 3.495$ 25
26 2.951$ 3.158$ 3.624$ 5.119$ 31.63 $ 274.5 ! 224.7 ! 27.38 ! 14.43 ! 20.97 ! 4.850$ 3.475$ 26
27 2.816$ 4.101$ 3.639$ 5.397$ 18.26 $ 262.6 ! 170.2 ! 24.94 ! 13.71 ! 18.72 ! 4.726$ 3.452$ 27
28 2.523$ 4.774$ 3.584$ 5.509$ 13.26 $ 199.0 ! 135.4 ! 22.97 ! 13.03 ! 16.68 ! 4.589$ 3.417$ 28
29 2.475$ 3.436$ 5.109$ 22.32 $ 130.6 ! 106.8 ! 21.64 ! 12.62 ! 14.78 ! 4.480$ 3.414$ 29
30 2.460$ 3.165$ 4.410$ 406.8 $ 144.4 ! 86.39 ! 21.33 ! 12.78 ! 13.41 ! 4.396$ 3.410$ 30
31 2.445$ 3.162$ 387.6 " 69.00 ! 23.75 ! 12.36 ! 3.377$ 31
Mean 2.699$ 2.737$ 4.625! 4.349$ 36.02 $ 168.6 ! 455.5 ! 461.1 ! 35.23 ! 28.18 ! 6.572! 3.786$
Median 2.637$ 2.543$ 4.260! 4.420$ 3.581$ 80.39 ! 323.0 ! 120.0 ! 23.88 ! 19.45 ! 5.574! 3.762$
Maximum 3.262$ 4.774$ 8.450! 5.509$ 406.8 $1014 !1375 !1951 ! 141.3 ! 92.35 ! 11.63 ! 4.296$
Minimum 2.445$ 2.442$ 3.125! 3.194$ 2.803$ 19.51 ! 69.00 ! 21.33 ! 12.62 ! 12.36 ! 4.396! 3.377$
Total 83.68$ 76.64$ 143.4 ! 130.5 $ 1117 $ 5059 !14120 !14294 ! 1057 ! 873.5 ! 197.1 ! 117.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 102.1 ! ! ... Not reviewed / Quality not known
Ann. Median 5.646! " ... Relative Uncertainty +/-10%
Annual Total 37269 ! $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1951 ! 2.442!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1995
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.36$ 2.30$ 5.90$ 33.76$ 6.00$ 38.99$ 129.2 " 3142 " 159.3 " 52.02$ 30.62$ 8.39$ 1
2 3.34$ 2.23$ 5.14$ 23.39$ 5.99$ 36.07$ 115.7 $ 1995 " 152.5 " 47.69$ 27.86$ 8.41$ 2
3 3.32$ 2.16$ 4.65$ 17.79$ 5.98$ 28.03$ 107.2 $ 1500 " 141.6 " 39.51$ 24.41$ 7.69$ 3
4 3.30$ 2.17$ 4.21$ 14.07$ 6.05$ 23.08$ 98.41$ 1154 " 163.6 " 33.59$ 21.77$ 7.31$ 4
5 3.30$ 2.17$ 3.67$ 11.43$ 6.10$ 22.53$ 93.56$ 946.8 " 221.4 " 29.07$ 19.76$ 6.95$ 5
6 3.29$ 2.11$ 3.41$ 9.81$ 6.09$ 118.1 $ 93.52$ 771.3 " 318.4 " 25.99$ 18.14$ 6.89$ 6
7 3.27$ 2.05$ 3.25$ 8.73$ 6.09$ 1243 " 100.3 $ 635.6 " 356.8 " 24.65$ 16.01$ 6.73$ 7
8 3.26$ 1.99$ 2.96$ 7.97$ 6.08$ 2215 " 142.8 $ 547.2 " 519.0 " 24.21$ 14.90$ 6.24$ 8
9 3.23$ 1.95! 2.93$ 7.88$ 6.07$ 5822 " 717.1 " 560.5 " 358.8 " 24.21$ 15.39$ 5.77$ 9
10 3.20$ 1.95$ 2.85$ 7.48$ 8.33$ 6314 " 903.9 " 709.6 " 229.2 " 23.62$ 17.63$ 5.28$ 10
11 3.19$ 1.95$ 2.85$ 7.37$ 42.09$ 2623 " 3185 " 813.7 " 180.3 " 23.88$ 18.17$ 4.89$ 11
12 3.21$ 1.95$ 2.73$ 7.33$ 45.03$ 913.7 "19315 " 725.8 " 147.0 " 23.60$ 15.96$ 4.71$ 12
13 3.34$ 1.83$ 2.83$ 7.39$ 105.0 $ 576.4 " 7508 " 816.7 " 161.5 " 22.59$ 14.60$ 4.66$ 13
14 3.39$ 1.81$ 3.15$ 7.49$ 63.86$ 486.4 " 5279 " 1405 " 356.8 " 20.47$ 13.04$ 4.89$ 14
15 3.56$ 1.81$ 3.31$ 7.53$ 38.43$ 389.7 " 6989 " 1008 " 398.5 " 18.79$ 12.57$ 5.22$ 15
16 3.72$ 1.81$ 3.32$ 7.52$ 29.97$ 304.5 " 7822 " 584.3 " 210.6 " 17.90$ 12.57$ 5.44$ 16
17 3.76$ 1.81$ 3.33$ 7.51$ 27.09$ 238.1 " 6681 " 461.2 " 149.2 " 18.68$ 12.43$ 5.66$ 17
18 3.66$ 1.90$ 3.33$ 7.48$ 24.38$ 193.9 " 3090 " 441.5 " 123.6 $ 46.88$ 11.93$ 6.68$ 18
19 3.46$ 2.18$ 3.27$ 7.20$ 25.88$ 162.3 " 1892 " 398.8 " 103.0 $ 1376 " 11.40$ 6.67$ 19
20 3.29$ 2.31$ 3.13$ 6.77$ 26.36$ 146.4 " 8379 " 435.4 " 87.28$ 1291 " 10.77$ 6.52$ 20
21 3.16$ 2.31$ 3.01$ 6.48$ 49.19$ 158.0 "16317 " 485.0 " 80.05$ 388.3 " 10.27$ 6.36$ 21
22 3.06$ 2.31$ 3.00$ 6.25$ 41.97$ 223.7 " 9037 " 421.6 " 70.82$ 192.4 " 10.18$ 6.36$ 22
23 2.97$ 2.42$ 3.04$ 6.06$ 42.73$ 312.4 " 5245 " 354.4 " 61.71$ 198.1 " 9.66$ 6.13$ 23
24 2.90$ 2.95$ 3.09$ 5.75$ 48.57$ 419.8 " 3719 " 348.2 " 55.37$ 140.3 $ 8.89$ 6.26$ 24
25 2.81$ 3.24$ 3.21$ 5.67$ 89.00$ 419.2 " 5310 " 415.6 " 49.48$ 107.3 $ 8.98$ 6.25$ 25
26 2.71$ 3.17$ 3.54$ 5.31$ 150.3 $ 296.4 " 7045 " 415.3 " 44.77$ 89.37$ 8.75$ 297.5 $ 26
27 2.65$ 3.47$ 151.5 $ 5.43$ 79.46$ 306.9 " 4507 " 312.8 " 40.94$ 73.15$ 8.44$ 149.4 $ 27
28 2.59$ 5.89$ 156.1 $ 5.59$ 46.71$ 246.0 " 2764 " 271.7 " 43.00$ 60.68$ 8.03$ 65.03$ 28
29 2.51$ 91.92$ 5.93$ 34.28$ 185.7 " 3074 " 242.8 " 38.34$ 47.71$ 8.04$ 37.98$ 29
30 2.45$ 61.38$ 6.01$ 28.67$ 152.6 " 7116 " 205.0 " 59.37$ 42.29$ 8.40$ 23.89$ 30
31 2.38$ 53.58$ 25.77$ 5959 " 177.9 " 35.58$ 16.70$ 31
Mean 3.150$ 2.364! 19.47 $ 9.147$ 36.37 $ 820.5 $4604 $ 732.3 " 169.4 $ 147.1 $ 14.32 $ 24.09 $
Median 3.262$ 2.164! 3.311$ 7.436$ 28.67 $ 271.2 $3719 $ 547.2 " 148.1 $ 39.51 $ 12.57 $ 6.521$
Maximum 3.76$ 5.89! 156.1 $ 33.76$ 150.3 $ 6314 $19315 $ 3142 " 519.0 $ 1376 $ 30.62$ 297.5 $
Minimum 2.378$ 1.806! 2.729$ 5.312$ 5.980$ 22.53 $ 93.52 $ 177.9 " 38.34 $ 17.90 $ 8.028$ 4.660$
Total 97.6$ 66.2! 603.7$ 274.4$ 1127 $ 24616 $142734 $ 22702 " 5082 $ 4559 $ 429.6$ 746.9$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 556.3 ! ! ... Not reviewed / Quality not known
Ann. Median 23.08 ! " ... Relative Uncertainty +/-10%
Annual Total 203039 ! $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 19315 ! 1.806!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1996
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 12.62 $ 2.687$ 5.051$ 8.680$ 7.076$ 372.6 ! 369.4 !1985 !1743 ! 205.6 " 17.01 $ 9.231$ 1
2 10.04 $ 2.867$ 5.009$ 8.714$ 7.055$ 635.5 ! 248.9 !3206 !1232 ! 150.5 " 15.91 $ 9.679$ 2
3 8.293$ 3.041$ 5.175$ 8.745$ 7.036$ 206.5 ! 264.4 !3112 ! 953.4 ! 120.4 $ 15.18 $ 10.12 $ 3
4 6.861$ 3.116$ 5.454$ 8.777$ 7.010$ 70.45 ! 273.4 !2036 ! 788.9 ! 101.4 $ 14.37 $ 10.27 $ 4
5 6.293$ 3.144$ 5.701$ 8.803$ 6.986$ 30.65 ! 222.0 !1617 ! 684.3 ! 87.13 $ 13.58 $ 10.05 $ 5
6 5.737$ 2.965$ 6.135$ 8.822$ 7.043! 20.80 ! 176.2 !2310 ! 681.4 ! 76.34 $ 14.94 $ 9.549$ 6
7 5.285$ 3.324$ 6.280$ 8.842$ 7.029! 16.08 ! 155.9 !4054 ! 679.4 ! 67.00 $ 21.81 $ 9.211$ 7
8 4.654$ 3.792$ 6.295$ 8.852$ 11.46 ! 13.84 ! 182.0 !2723 ! 590.0 ! 59.06 $ 81.73 $ 8.784$ 8
9 4.218$ 3.881$ 6.613$ 8.852$ 20.24 ! 13.71 ! 273.6 !1620 ! 541.1 ! 53.09 $ 160.2 $ 8.447$ 9
10 4.144$ 3.834$ 7.009$ 8.852$ 19.43 ! 18.07 ! 391.2 !1224 ! 565.0 ! 47.93 $ 84.30 $ 8.063$ 10
11 3.866$ 4.117$ 7.166$ 8.852$ 13.43 ! 21.91 ! 451.2 !1533 ! 823.8 ! 43.42 $ 48.69 $ 7.562$ 11
12 3.561$ 4.368$ 7.247$ 8.852$ 11.91 ! 16.59 ! 313.3 !2092 !1585 ! 42.04 $ 32.71 $ 7.258$ 12
13 3.550$ 4.254$ 7.259$ 8.850$ 11.17 ! 13.70 ! 290.3 !2187 !1206 ! 38.39 $ 24.49 $ 7.067$ 13
14 3.299$ 4.047$ 7.344$ 8.835$ 10.73 ! 11.64 ! 276.7 !2670 ! 864.6 ! 34.84 $ 20.59 $ 7.383$ 14
15 3.051$ 3.907$ 7.436$ 8.819$ 12.04 ! 15.59 ! 306.4 !3131 ! 712.9 ! 32.71 $ 18.81 $ 7.185$ 15
16 3.028$ 3.700$ 7.487$ 8.804$ 29.05 ! 271.5 ! 400.8 !3264 !1158 ! 30.59 $ 18.00 $ 6.683$ 16
17 2.932$ 3.585$ 7.504$ 8.766$ 46.28 ! 77.77 ! 487.9 !2852 ! 841.8 ! 27.34 $ 17.70 $ 6.400$ 17
18 2.921$ 3.251$ 7.553$ 8.739$ 177.0 ! 279.3 !1231 !2285 ! 537.5 ! 24.90 $ 18.83 $ 6.184$ 18
19 2.877$ 3.130$ 7.634$ 8.701$ 74.70 ! 103.9 !2393 !1852 ! 402.7 ! 23.64 $ 18.47 $ 6.094$ 19
20 2.656$ 3.150$ 7.727$ 8.658$ 31.74 ! 107.9 !1459 !1699 ! 330.8 ! 22.47 $ 16.02 $ 6.114$ 20
21 2.535$ 2.963$ 7.821$ 8.554$ 16.96 ! 945.7 ! 869.7 !2441 ! 287.1 ! 23.70 $ 14.63 $ 6.048$ 21
22 2.535$ 2.904$ 7.933$ 8.419$ 11.12 ! 649.9 ! 749.9 !2562 ! 387.3 ! 24.17 $ 13.63 $ 5.443$ 22
23 2.535$ 2.877$ 8.041$ 8.145$ 8.802! 304.7 ! 604.9 !3283 ! 493.9 ! 31.47 $ 12.67 $ 5.120$ 23
24 2.566$ 2.953$ 8.125$ 7.904$ 7.966! 185.0 ! 758.2 !3545 ! 321.1 ! 31.39 $ 11.81 $ 4.955$ 24
25 2.577$ 3.182$ 8.210$ 7.701$ 7.462! 122.2 !1585 !2926 ! 213.7 ! 36.06 $ 10.87 $ 4.797$ 25
26 2.583$ 3.387$ 8.290$ 7.668$ 7.058! 205.9 !2529 !2295 ! 170.3 ! 37.73 $ 10.14 $ 4.856$ 26
27 2.618$ 3.972$ 8.353$ 7.595$ 6.694! 245.0 !2038 !2107 ! 172.5 " 28.77 $ 9.593$ 5.018$ 27
28 2.643$ 4.670$ 8.400$ 7.313$ 6.524! 366.7 !2044 !2197 ! 380.7 " 24.36 $ 9.187$ 4.756$ 28
29 2.660$ 5.013$ 8.470$ 7.237$ 6.365! 310.4 !1478 !2051 ! 583.9 " 22.58 $ 8.895$ 4.587$ 29
30 2.660$ 8.520$ 7.162$ 6.513! 722.0 !1431 !1642 ! 336.9 " 20.44 $ 8.865$ 4.536$ 30
31 2.665$ 8.615$ 22.85 ! 1396 !1778 ! 18.42 $ 4.570$ 31
Mean 4.144$ 3.520$ 7.221$ 8.451$ 20.22 ! 212.5 ! 827.5 !2396 ! 675.6 ! 51.22 $ 26.12 $ 6.968$
Median 3.028$ 3.324$ 7.487$ 8.742$ 10.73 ! 115.1 ! 451.2 !2285 ! 586.9 ! 34.84 $ 15.97 $ 6.683$
Maximum 12.62 $ 5.013$ 8.615$ 8.852$ 177.0 ! 945.7 !2529 !4054 !1743 ! 205.6 $ 160.2 $ 10.27 $
Minimum 2.535$ 2.687$ 5.009$ 7.162$ 6.365! 11.64 ! 155.9 !1224 ! 170.3 ! 18.42 $ 8.865$ 4.536$
Total 128.5 $ 102.1 $ 223.9 $ 253.5 $ 626.7 ! 6375 !25652 !74279 !20269 ! 1588 $ 783.6 $ 216.0 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 356.5 ! ! ... Not reviewed / Quality not known
Ann. Median 13.50 ! " ... Relative Uncertainty +/-10%
Annual Total 130497 ! $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 4054 ! 2.535!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.781$ 2.675$ 39.42 $ 28.56 $ 11.76 $ 49.47 $ 23.90 $ 78.62 $ 103.4 $ 23.79 $ 11.03 $ 7.077$ 1
2 4.864$ 2.688$ 23.26 $ 18.10 $ 12.99 $ 67.39 $ 22.86 $ 63.05 $ 81.57 $ 22.44 $ 10.62 $ 6.797$ 2
3 3.942$ 2.286$ 16.52 $ 13.02 $ 16.22 $ 115.0 $ 24.35 $ 54.19 $ 72.83 $ 21.83 $ 10.37 $ 6.575$ 3
4 3.845$ 3.583$ 12.33 $ 12.30 $ 15.34 $ 147.0 $ 33.26 $ 58.24 $ 67.46 $ 21.36 $ 10.41 $ 6.423$ 4
5 3.562$ 3.374$ 10.04 $ 26.81 $ 13.64 $ 222.4 " 66.96 $ 143.6 $ 80.47 $ 20.02 $ 10.33 $ 6.341$ 5
6 3.123$ 2.958$ 8.552$ 484.6 " 12.87 $ 183.9 " 124.2 $ 448.6 " 135.1 $ 18.72 $ 10.21 $ 6.142$ 6
7 3.120$ 3.017$ 7.488$ 193.4 " 12.74 $ 126.9 $ 122.4 $ 414.3 " 245.7 " 17.91 $ 9.431$ 5.857$ 7
8 2.996$ 3.430$ 6.551$ 101.9 $ 12.25 $ 95.16 $ 329.0 " 238.3 " 375.6 " 17.35 $ 9.228$ 5.496$ 8
9 2.947$ 3.359$ 5.940$ 368.0 $ 11.38 $ 89.27 $ 312.7 " 168.1 " 225.8 " 19.19 $ 9.398$ 5.282$ 9
10 2.865$ 3.291$ 5.430$ 251.4 " 10.47 $ 206.6 $ 157.3 $ 629.4 " 177.5 " 20.63 $ 9.541$ 5.091$ 10
11 2.790$ 3.089$ 5.095$ 107.8 $ 10.05 $ 280.5 " 96.69 $2560 " 172.4 " 25.48 $ 9.147$ 5.133$ 11
12 2.722$ 3.154$ 4.582$ 62.13 $ 9.978$ 152.5 " 76.99 $1680 " 194.8 " 23.32 $ 9.490$ 5.227$ 12
13 2.742$ 3.139$ 4.146$ 40.54 $ 10.43 $ 102.3 $ 68.63 $ 632.6 " 150.8 " 32.06 $ 9.474$ 5.261$ 13
14 2.788$ 3.006$ 4.016$ 29.28 $ 21.01 $ 83.02 $ 62.24 $ 339.5 " 126.7 $ 32.46 $ 9.783$ 4.970$ 14
15 2.661$ 2.780$ 3.908$ 23.10 $ 163.7 $ 72.61 $ 92.79 $ 261.6 " 106.3 $ 24.94 $ 9.837$ 4.653$ 15
16 2.674$ 2.555$ 4.281$ 19.78 $ 110.2 $ 61.11 $ 178.3 " 282.9 " 94.46 $ 21.06 $ 9.749$ 4.642$ 16
17 2.555$ 2.776$ 4.936$ 17.52 $ 63.41 $ 51.67 $ 123.1 $ 364.9 " 85.43 $ 18.33 $ 9.530$ 4.518$ 17
18 2.549$ 2.907$ 4.969$ 16.22 $ 44.20 $ 43.49 $ 79.87 $ 269.1 " 82.62 $ 16.48 $ 9.147$ 4.509$ 18
19 2.854$ 2.891$ 5.219$ 14.85 $ 38.21 $ 38.68 $ 61.11 $ 182.1 " 68.94 $ 15.33 $ 8.999$ 4.506$ 19
20 2.942$ 3.314$ 5.547$ 13.62 $ 58.96 $ 35.79 $ 50.57 $ 143.9 " 58.91 $ 14.25 $ 8.740$ 4.486$ 20
21 2.852$ 3.721$ 5.468$ 12.75 $ 145.2 $ 34.02 $ 43.50 $ 124.1 $ 53.76 $ 13.63 $ 8.440$ 4.492$ 21
22 2.713$ 3.620$ 5.166$ 11.87 $ 112.5 $ 33.00 $ 39.01 $ 112.8 $ 47.40 $ 13.16 $ 8.466$ 4.283$ 22
23 2.414$ 3.485$ 4.762$ 11.28 $ 67.06 $ 32.02 $ 36.04 $ 97.57 $ 41.88 $ 12.67 $ 8.203$ 4.200$ 23
24 2.340$ 4.195$ 4.707$ 10.81 $ 48.42 $ 36.30 $ 37.29 $ 87.17 $ 37.93 $ 12.46 $ 8.218$ 4.332$ 24
25 2.534$ 5.181$ 4.827$ 10.35 $ 44.47 $ 42.94 $ 39.78 $ 79.78 $ 34.10 $ 12.16 $ 8.406$ 4.352$ 25
26 2.320$ 4.637$ 4.891$ 10.03 $ 37.44 $ 36.92 $ 67.69 $ 75.17 $ 31.74 $ 11.96 $ 8.550$ 4.153$ 26
27 2.600$ 127.9 $ 4.948$ 9.861$ 53.09 $ 32.41 $ 174.6 " 67.76 $ 29.38 $ 11.96 $ 8.578$ 4.176$ 27
28 2.414$ 85.59 $ 4.759$ 9.650$ 43.32 $ 29.49 $ 141.0 " 66.12 $ 27.48 $ 12.25 $ 8.350$ 4.132$ 28
29 2.113$ 4.570$ 9.514$ 38.38 $ 27.02 $ 113.3 $ 74.17 $ 25.86 $ 12.13 $ 7.772$ 4.070$ 29
30 2.267$ 4.889$ 10.32 $ 32.26 $ 25.37 $ 138.0 " 86.82 $ 24.36 $ 11.29 $ 7.393$ 4.129$ 30
31 2.600$ 32.71 $ 30.33 $ 105.2 $ 109.6 $ 10.86 $ 4.152$ 31
Mean 2.919$ 10.66 $ 8.514$ 64.98 $ 42.33 $ 85.14 $ 98.14 $ 322.4 $ 102.0 $ 18.11 $ 9.228$ 5.015$
Median 2.742$ 3.222$ 5.095$ 16.87 $ 32.26 $ 56.39 $ 76.99 $ 143.6 $ 81.02 $ 17.91 $ 9.313$ 4.642$
Maximum 4.864$ 127.9 $ 39.42 $ 484.6 $ 163.7 $ 280.5 $ 329.0 $2560 $ 375.6 $ 32.46 $ 11.03 $ 7.077$
Minimum 2.113$ 2.286$ 3.908$ 9.514$ 9.978$ 25.37 $ 22.86 $ 54.19 $ 24.36 $ 10.86 $ 7.393$ 4.070$
Total 90.49 $ 298.6 $ 263.9 $1949 $1312 $2554 $3042 $9995 $3061 $ 561.5 $ 276.8 $ 155.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 64.55 $ " ... Relative Uncertainty +/-10%
Ann. Median 15.33 $ $ ... Relative Uncertainty +/-20%
Annual Total 23560 $
Maximum Minimum
Daily 2560 $ 2.113$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.988$ 2.612$ 2.572$ 2.921$ 3.791$ 23.61 $ 130.6 " 237.6 "1248 " 83.27 $ 13.69 $ 7.945$ 1
2 3.953$ 2.788$ 2.679$ 2.885$ 3.743$ 19.99 $ 265.6 " 286.3 " 934.0 " 80.19 $ 13.10 $ 7.660$ 2
3 3.857$ 2.539$ 2.848$ 2.871$ 3.702$ 18.14 $ 822.7 " 364.1 "1947 " 74.75 $ 12.58 $ 7.460$ 3
4 3.781$ 2.622$ 2.758$ 2.833$ 3.661$ 18.03 $ 539.0 " 334.9 "1563 " 70.61 $ 12.10 $ 7.165$ 4
5 3.490$ 2.528$ 2.678$ 2.804$ 3.575$ 19.01 $1156 " 386.9 " 865.2 " 64.13 $ 12.07 $ 6.846$ 5
6 3.470$ 2.474$ 2.655$ 2.789$ 3.519$ 21.08 $2110 " 328.3 " 512.8 " 55.10 $ 11.96 $ 6.824$ 6
7 3.153$ 2.507$ 2.706$ 2.789$ 3.473$ 30.11 $3126 " 330.0 " 393.1 " 47.99 $ 11.48 $ 7.105$ 7
8 3.065$ 2.386$ 2.727$ 2.746$ 3.460$ 74.69 $2727 " 333.2 " 321.2 " 42.36 $ 11.10 $ 7.631$ 8
9 3.127$ 2.527$ 2.744$ 2.746$ 4.389$ 80.62 $1226 " 242.5 " 262.3 " 38.69 $ 10.70 $ 7.476$ 9
10 2.961$ 2.592$ 3.349$ 2.746$ 6.418$ 207.8 $ 665.5 " 202.2 " 217.5 " 35.32 $ 10.56 $ 7.506$ 10
11 2.956$ 2.591$ 3.801$ 2.746$ 5.642$ 593.8 " 558.1 " 197.5 " 185.0 " 32.65 $ 10.38 $ 7.728$ 11
12 2.992$ 2.624$ 3.787$ 2.746$ 6.447$1371 " 573.9 " 208.8 " 158.9 " 30.81 $ 10.13 $ 7.584$ 12
13 2.988$ 2.543$ 4.161$ 2.746$ 10.42 $ 729.1 " 683.5 " 226.1 " 142.5 " 29.66 $ 9.989$ 7.416$ 13
14 3.092$ 2.740$ 4.082$ 2.733$ 14.28 $ 347.1 " 670.1 " 199.6 " 128.9 " 29.19 $ 9.865$ 7.148$ 14
15 3.062$ 2.744$ 3.905$ 2.708$ 12.81 $ 209.6 " 636.4 " 185.3 " 113.3 $ 28.44 $ 9.648$ 7.045$ 15
16 3.084$ 2.536$ 3.740$ 3.521$ 11.40 $ 160.9 " 466.3 " 211.6 " 101.2 $ 28.30 $ 9.383$ 6.900$ 16
17 2.962$ 2.690$ 3.728$ 4.819$ 10.77 $ 154.7 " 341.4 " 185.2 " 93.31 $ 28.26 $ 9.329$ 6.558$ 17
18 2.842$ 2.749$ 3.495$ 5.487$ 10.54 $ 361.6 " 282.3 " 162.2 " 86.18 $ 26.58 $ 9.438$ 6.309$ 18
19 2.667$ 2.856$ 3.337$ 5.667$ 10.46 $1175 " 289.5 " 166.7 " 80.37 $ 28.39 $ 9.479$ 6.171$ 19
20 2.726$ 2.847$ 3.170$ 5.509$ 10.27 $ 701.2 " 387.0 " 233.5 " 75.03 $ 25.87 $ 8.788$ 6.137$ 20
21 2.712$ 2.826$ 3.476$ 5.208$ 10.50 $ 313.2 " 394.8 " 275.7 " 76.94 $ 22.82 $ 8.842$ 6.192$ 21
22 2.693$ 2.793$ 3.669$ 4.926$ 10.73 $ 198.3 " 397.2 " 191.4 " 111.9 $ 21.53 $ 8.632$ 6.237$ 22
23 2.850$ 2.700$ 3.507$ 4.728$ 10.51 $ 143.0 " 650.4 " 150.4 " 235.2 " 20.37 $ 8.484$ 6.032$ 23
24 2.836$ 2.705$ 3.403$ 4.550$ 10.57 $ 123.0 $ 670.7 " 143.0 " 315.2 " 19.39 $ 8.470$ 5.732$ 24
25 2.606$ 2.695$ 3.287$ 4.412$ 10.59 $ 107.5 $ 430.7 " 133.5 " 200.5 " 18.07 $ 8.534$ 5.708$ 25
26 2.519$ 2.747$ 3.193$ 4.278$ 12.06 $ 98.43 $ 347.9 " 115.8 $ 151.4 " 16.51 $ 8.405$ 5.531$ 26
27 2.463$ 2.407$ 3.130$ 4.157$ 12.63 $ 114.3 $ 508.7 " 116.6 $ 136.2 " 15.91 $ 8.282$ 5.414$ 27
28 2.350$ 2.364$ 3.079$ 4.057$ 18.44 $ 146.6 " 542.3 " 202.7 " 137.6 " 15.61 $ 8.155$ 5.233$ 28
29 2.457$ 3.015$ 3.949$ 23.51 $ 159.5 " 385.3 " 583.9 " 110.2 $ 14.98 $ 8.314$ 5.128$ 29
30 2.406$ 2.972$ 3.848$ 22.10 $ 144.9 " 292.6 "2665 " 94.24 $ 14.53 $ 8.189$ 5.114$ 30
31 2.588$ 2.938$ 30.72 $ 254.9 "2124 " 14.20 $ 5.465$ 31
Mean 2.990$ 2.633$ 3.245$ 3.698$ 10.17 $ 262.2 $ 726.8 " 378.2 $ 366.6 $ 34.66 $ 10.00 $ 6.594$
Median 2.961$ 2.623$ 3.193$ 3.221$ 10.50 $ 145.8 $ 539.0 " 211.6 $ 155.1 $ 28.39 $ 9.564$ 6.824$
Maximum 3.988$ 2.856$ 4.161$ 5.667$ 30.72 $1371 $3126 "2665 $1947 $ 83.27 $ 13.69 $ 7.945$
Minimum 2.350$ 2.364$ 2.572$ 2.708$ 3.460$ 18.03 $ 130.6 " 115.8 $ 75.03 $ 14.20 $ 8.155$ 5.114$
Total 92.69$ 73.73$ 100.6 $ 110.9 $ 315.1 $ 7865 $22532 "11725 $10999 $ 1075 $ 300.1 $ 204.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 151.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.27 $ $ ... Relative Uncertainty +/-20%
Annual Total 55393 $
Maximum Minimum
Daily 3126 $ 2.350$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.60$ 6.48$ 3.99$ 313.8 " 17.27$ 5364 " 3139 " 2435 " 958.3 " 433.9 " 105.6 $ 16.43$ 1
2 5.43$ 6.02$ 4.07$ 259.6 " 16.69$ 2459 " 3482 " 2033 " 872.8 " 376.8 " 98.71$ 15.62$ 2
3 5.46$ 5.64$ 4.10$ 218.1 " 16.78$ 1462 " 2288 " 1651 " 1001 " 329.1 " 93.62$ 14.94$ 3
4 5.49$ 5.26$ 4.08$ 190.0 " 16.68$ 1229 " 1439 " 1391 " 1439 " 301.6 " 88.10$ 14.33$ 4
5 5.17$ 5.11$ 4.13$ 168.8 " 17.09$ 1139 " 1683 " 1209 " 1382 " 280.9 " 83.47$ 14.29$ 5
6 4.91$ 4.80$ 4.18$ 150.6 " 18.37$ 930.6 " 8241 " 1111 " 1030 " 263.1 " 83.49$ 14.13$ 6
7 4.94$ 4.61$ 4.30$ 136.1 " 18.96$ 777.5 " 8496 " 1150 " 859.2 " 284.9 " 100.7 $ 13.36$ 7
8 4.64$ 4.41$ 4.46$ 122.7 $ 20.39$ 681.4 " 5497 " 1151 " 790.8 " 512.7 " 85.28$ 12.27$ 8
9 4.86$ 4.40$ 4.53$ 111.2 $ 24.43$ 597.8 " 4393 " 1049 " 729.3 " 1221 " 76.14$ 11.52$ 9
10 5.17$ 4.51$ 4.40$ 101.7 $ 26.24$ 539.7 " 3326 " 979.0 " 668.3 " 1350 " 68.00$ 10.73$ 10
11 5.15$ 4.75$ 4.56$ 91.36$ 28.44$ 545.6 " 2192 " 1257 " 805.5 " 908.0 " 60.55$ 10.17$ 11
12 5.30$ 4.73$ 4.88$ 80.40$ 33.81$ 756.9 " 1579 " 1594 " 1209 " 537.1 " 53.26$ 9.86$ 12
13 5.15$ 4.64$ 5.01$ 73.84$ 41.05$ 845.9 " 1366 " 1435 " 1268 " 418.0 " 48.81$ 10.02$ 13
14 5.31$ 4.47$ 5.19$ 69.03$ 38.12$ 629.4 " 2531 " 1090 " 972.8 " 539.1 " 45.72$ 10.37$ 14
15 5.52$ 4.21$ 5.35$ 76.44$ 33.46$ 548.1 " 3852 " 972.3 " 898.1 " 917.6 " 43.17$ 10.37$ 15
16 5.16$ 4.01$ 5.17$ 62.53$ 31.32$ 523.5 " 3301 " 979.3 " 984.2 " 889.5 " 41.52$ 10.00$ 16
17 5.01$ 3.98$ 4.97$ 51.99$ 31.37$ 509.9 " 3144 " 1058 " 808.8 " 555.3 " 40.54$ 10.54$ 17
18 4.83$ 3.98$ 5.18$ 47.05$ 38.06$ 537.9 " 3248 " 3188 " 653.0 " 400.2 " 38.76$ 9.87$ 18
19 4.41$ 4.03$ 9.75$ 43.12$ 140.5 $ 1079 " 2314 " 7731 " 577.1 " 339.0 " 36.68$ 9.47$ 19
20 4.39$ 4.08$ 17.15$ 39.48$ 337.4 " 1302 " 1794 " 3329 " 524.2 " 295.9 " 34.54$ 9.61$ 20
21 4.52$ 4.02$ 3545 $ 35.83$ 299.5 " 1124 " 1536 " 2116 " 512.2 " 257.9 " 32.25$ 9.66$ 21
22 4.74$ 3.98$25419 " 32.13$ 307.7 " 855.9 " 1353 " 2322 " 899.6 " 224.7 " 29.27$ 9.29$ 22
23 9.22$ 3.89$21167 " 29.24$ 181.0 " 1080 " 1215 " 1888 " 1208 " 199.1 " 26.55$ 9.53$ 23
24 9.45$ 3.82$11910 " 26.19$ 134.3 $ 1795 " 1119 " 1520 " 1014 " 184.3 " 24.07$ 9.88$ 24
25 8.66$ 3.86$ 6606 " 23.99$ 105.3 $ 1566 " 1060 " 1888 " 705.5 " 172.8 " 22.65$ 8.56$ 25
26 7.30$ 3.87$ 2864 " 22.47$ 92.73$ 1170 " 1402 " 2159 " 607.5 " 158.9 " 21.39$ 7.23$ 26
27 7.64$ 3.79$ 1300 " 21.02$ 1531 $ 1413 " 3461 " 1674 " 618.6 " 138.1 $ 20.09$ 6.77$ 27
28 9.48$ 3.90$ 826.0 " 19.83$12728 " 1656 " 3916 " 1306 " 589.0 " 138.5 " 18.74$ 6.57$ 28
29 8.40$ 599.4 " 18.82$12732 " 3435 " 4558 " 1207 " 539.2 " 130.6 " 17.96$ 6.22$ 29
30 7.29$ 467.7 " 18.00$14385 " 3364 " 5227 " 1167 " 500.8 " 123.2 " 17.38$ 124.7 $ 30
31 6.74$ 381.4 " 9039 " 3624 " 1110 " 114.1 $ 114.5 $ 31
Mean 5.979$ 4.473$2426 $ 88.51 $1693 $1331 "3090 "1779 " 854.2 " 419.2 $ 51.90 $ 17.77 $
Median 5.304$ 4.305$ 5.184$ 65.78 $ 38.06 $1079 "3139 "1391 " 834.0 " 301.6 $ 42.35 $ 10.17 $
Maximum 9.48$ 6.48$25419 $ 313.8 $14385 $ 5364 " 8496 " 7731 " 1439 " 1350 $ 105.6 $ 124.7 $
Minimum 4.390$ 3.788$ 3.993$ 18.00 $ 16.68 $ 509.9 "1060 " 972.3 " 500.8 " 114.1 $ 17.38 $ 6.219$
Total 185.4 $ 125.2 $75194 $ 2655 $52484 $39917 "95775 "55151 "25625 "12996 $ 1557 $ 550.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 992.4 $ " ... Relative Uncertainty +/-10%
Ann. Median 122.7 $ $ ... Relative Uncertainty +/-20%
Annual Total 362216 $
Maximum Minimum
Daily 25419 $ 3.788$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 45.73 $ 107.1 $ 8.303$ 10.59 $ 30.32 $ 19.01 $ 72.91 $ 253.8 " 993.1 " 78.67 $ 20.92 $ 10.10 $ 1
2 26.26 $ 85.50 $ 7.723$ 14.52 $ 28.36 $ 18.88 $ 90.96 $ 244.2 "1198 " 74.75 $ 20.16 $ 9.812$ 2
3 17.33 $ 69.80 $ 7.583$ 14.32 $ 32.37 $ 19.26 $ 155.2 $ 253.1 " 686.5 " 70.90 $ 19.71 $ 9.434$ 3
4 12.94 $ 56.97 $ 7.592$ 12.79 $ 37.52 $ 21.83 $ 284.1 " 260.5 " 452.8 " 66.60 $ 19.28 $ 9.120$ 4
5 10.63 $ 55.35 $ 7.533$ 11.91 $ 30.40 $ 20.72 $ 286.9 " 253.0 " 366.2 " 62.21 $ 18.57 $ 8.446$ 5
6 11.34 $ 47.98 $ 7.476$ 11.28 $ 25.37 $ 18.88 $ 382.3 " 289.8 " 432.0 " 58.90 $ 18.12 $ 7.909$ 6
7 27.31 $ 40.47 $ 7.490$ 10.84 $ 22.00 $ 18.48 $ 343.3 " 540.2 " 969.0 " 55.54 $ 17.99 $ 7.664$ 7
8 38.77 $ 34.78 $ 7.563$ 10.65 $ 19.70 $ 19.00 $ 230.1 " 646.8 " 933.5 " 52.54 $ 18.61 $ 7.682$ 8
9 32.09 $ 30.24 $ 8.780$ 10.49 $ 18.40 $ 18.89 $ 183.9 " 482.2 " 579.5 " 48.82 $ 18.79 $ 7.717$ 9
10 23.00 $ 25.07 $ 9.803$ 10.32 $ 17.62 $ 18.94 $ 162.4 " 350.8 " 403.7 " 46.76 $ 18.26 $ 7.613$ 10
11 18.93 $ 21.08 $ 9.647$ 10.24 $ 21.53 $ 19.46 $ 185.2 " 274.3 " 304.0 " 46.80 $ 17.50 $ 7.339$ 11
12 14.12 $ 17.91 $ 9.376$ 10.24 $ 22.58 $ 19.90 $ 692.3 " 230.5 " 250.8 " 44.59 $ 16.41 $ 7.109$ 12
13 9.836$ 14.94 $ 9.261$ 10.18 $ 34.36 $ 21.35 $ 622.6 " 207.2 " 216.3 " 42.42 $ 15.78 $ 6.871$ 13
14 9.150$ 13.69 $ 9.159$ 10.27 $ 39.23 $ 28.57 $ 741.5 " 189.0 " 192.9 " 40.93 $ 15.06 $ 6.826$ 14
15 341.4 $ 12.66 $ 9.244$ 10.53 $ 36.90 $ 38.73 $1081 " 179.9 " 179.9 " 39.47 $ 14.41 $ 6.564$ 15
16 149.2 $ 12.11 $ 9.496$ 11.07 $ 51.87 $ 92.73 $1069 " 199.6 " 172.6 " 37.76 $ 13.74 $ 6.407$ 16
17 104.3 $ 11.70 $ 9.315$ 11.28 $ 41.54 $ 110.8 $1075 " 643.5 " 161.2 " 37.34 $ 13.08 $ 6.029$ 17
18 70.74 $ 11.28 $ 9.160$ 11.32 $ 34.36 $ 128.5 $2035 " 903.5 " 151.7 " 35.18 $ 12.58 $ 5.764$ 18
19 50.65 $ 10.58 $ 9.008$ 11.36 $ 29.61 $ 94.31 $2387 " 509.6 " 138.4 " 33.54 $ 11.20 $ 6.180$ 19
20 43.56 $ 9.284$ 9.059$ 11.41 $ 26.34 $ 80.85 $1335 " 333.8 " 128.7 " 32.09 $ 10.22 $ 6.504$ 20
21 34.32 $ 8.888$ 9.905$ 11.46 $ 23.94 $ 90.68 $ 875.2 " 260.6 " 120.8 $ 30.73 $ 9.891$ 6.254$ 21
22 30.16 $ 8.834$ 10.12 $ 11.36 $ 22.31 $ 153.3 " 941.5 " 212.5 " 113.8 $ 30.10 $ 9.827$ 6.310$ 22
23 118.2 $ 8.739$ 10.03 $ 11.51 $ 21.12 $ 120.4 $ 857.9 " 184.1 " 107.1 $ 29.52 $ 9.729$ 6.585$ 23
24 946.1 " 8.426$ 10.61 $ 10.73 $ 20.43 $ 97.06 $ 734.8 " 184.4 " 101.2 $ 28.63 $ 9.625$ 6.920$ 24
25 2189 " 8.575$ 10.48 $ 10.55 $ 19.81 $ 83.30 $ 657.0 " 213.3 " 96.23 $ 27.40 $ 9.422$ 6.970$ 25
26 888.2 " 8.405$ 10.07 $ 10.86 $ 19.91 $ 78.89 $ 502.0 " 231.9 " 89.98 $ 26.28 $ 9.466$ 6.888$ 26
27 343.0 " 8.343$ 10.02 $ 11.55 $ 19.71 $ 93.63 $ 405.0 " 289.7 " 86.47 $ 24.95 $ 9.933$ 6.768$ 27
28 231.1 " 8.296$ 10.57 $ 12.92 $ 18.57 $ 90.81 $ 340.6 " 306.5 " 85.30 $ 23.89 $ 10.29 $ 6.395$ 28
29 162.2 " 8.343$ 10.56 $ 15.80 $ 18.31 $ 94.26 $ 312.0 " 286.7 " 85.80 $ 22.88 $ 10.40 $ 6.110$ 29
30 139.8 " 10.39 $ 22.29 $ 18.21 $ 78.57 $ 295.9 " 303.4 " 84.70 $ 22.02 $ 10.17 $ 6.158$ 30
31 120.7 $ 10.23 $ 18.34 $ 277.4 " 434.1 " 21.68 $ 6.357$ 31
Mean 201.9 $ 26.39 $ 9.211$ 11.82 $ 26.49 $ 60.33 $ 632.7 $ 327.5 " 329.4 $ 41.74 $ 14.30 $ 7.187$
Median 43.56 $ 12.66 $ 9.315$ 11.28 $ 22.58 $ 58.65 $ 405.0 $ 260.6 " 176.2 $ 37.76 $ 14.08 $ 6.871$
Maximum 2189 $ 107.1 $ 10.61 $ 22.29 $ 51.87 $ 153.3 $2387 $ 903.5 "1198 $ 78.67 $ 20.92 $ 10.10 $
Minimum 9.150$ 8.296$ 7.476$ 10.18 $ 17.62 $ 18.48 $ 72.91 $ 179.9 " 84.70 $ 21.68 $ 9.422$ 5.764$
Total 6260 $ 765.3 $ 285.5 $ 354.6 $ 821.1 $ 1810 $19615 $10152 " 9882 $ 1294 $ 429.1 $ 222.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 141.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 23.92 $ $ ... Relative Uncertainty +/-20%
Annual Total 51891 $
Maximum Minimum
Daily 2387 $ 5.764$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.462$ 6.707$ 6.713$ 6.140$ 10.71 $ 86.88 $ 24.83 $1187 " 76.90 $ 239.4 " 22.58 $ 11.77 $ 1
2 6.420$ 6.106$ 6.765$ 6.071$ 10.75 $ 78.06 $ 25.10 $ 617.8 " 73.05 $ 300.7 " 20.54 $ 10.01 $ 2
3 6.414$ 5.756$ 6.658$ 6.550$ 10.85 $ 98.50 $ 27.09 $ 298.8 " 70.84 $ 198.5 " 19.16 $ 9.333$ 3
4 6.356$ 5.668$ 6.205$ 6.645$ 10.92 $ 78.10 $ 29.34 $ 238.8 " 66.66 $ 135.9 $ 18.18 $ 8.796$ 4
5 6.324$ 5.529$ 5.728$ 6.481$ 11.06 $ 62.00 $ 31.11 $ 247.5 " 63.46 $ 100.9 $ 16.77 $ 8.199$ 5
6 6.535$ 5.639$ 5.272$ 6.055$ 15.20 $ 49.79 $ 37.27 $ 361.4 " 64.83 $ 78.67 $ 15.45 $ 7.993$ 6
7 6.786$ 5.680$ 4.906$ 6.083$ 16.99 $ 41.56 $ 39.57 $ 277.6 " 65.87 $ 63.34 $ 14.87 $ 8.258$ 7
8 6.925$ 5.380$ 4.665$ 5.953$ 17.16 $ 36.93 $ 59.59 $ 209.8 " 74.63 $ 53.69 $ 14.55 $ 8.301$ 8
9 7.158$ 4.608$ 4.401$ 6.143$ 18.90 $ 35.53 $ 83.27 $ 192.6 " 93.72 $ 46.88 $ 13.67 $ 8.168$ 9
10 6.934$ 4.386$ 4.157$ 6.681$ 22.42 $ 36.48 $ 123.9 $ 182.1 " 103.6 $ 41.60 $ 12.94 $ 7.855$ 10
11 6.668$ 4.450$ 4.140$ 6.934$ 20.57 $ 46.83 $ 136.5 " 172.9 " 146.3 " 38.17 $ 12.38 $ 7.575$ 11
12 6.596$ 4.305$ 3.927$ 6.981$ 22.78 $ 63.69 $ 109.8 $ 195.2 " 177.2 " 35.74 $ 11.73 $ 7.175$ 12
13 6.378$ 4.092$ 3.868$ 7.148$ 27.75 $ 84.29 $ 80.10 $ 162.6 " 140.9 " 32.94 $ 10.94 $ 6.780$ 13
14 5.915$ 4.086$ 3.919$ 7.489$ 28.02 $ 71.03 $ 67.28 $ 141.0 " 106.6 $ 31.04 $ 10.15 $ 6.751$ 14
15 5.687$ 4.060$ 4.351$ 7.731$ 37.62 $ 60.32 $ 55.61 $ 153.7 " 85.43 $ 29.73 $ 10.05 $ 6.490$ 15
16 5.686$ 4.059$ 4.651$ 8.031$ 34.75 $ 52.30 $ 57.27 $ 274.6 " 72.57 $ 28.14 $ 10.52 $ 6.109$ 16
17 5.778$ 4.109$ 4.642$ 8.217$ 29.30 $ 44.26 $ 55.17 $ 450.5 " 63.88 $ 26.64 $ 10.82 $ 5.604$ 17
18 5.849$ 4.246$ 5.165$ 8.203$ 27.11 $ 39.52 $ 46.93 $ 282.4 " 58.01 $ 26.39 $ 11.07 $ 5.573$ 18
19 5.801$ 4.419$ 5.546$ 8.266$ 24.37 $ 36.18 $ 41.27 $ 177.0 " 53.44 $ 27.62 $ 11.22 $ 5.931$ 19
20 5.372$ 4.624$ 5.548$ 8.788$ 24.12 $ 33.61 $ 37.53 $ 140.0 " 49.44 $ 27.11 $ 15.61 $ 5.462$ 20
21 12.16 $ 4.951$ 5.509$ 9.235$ 23.80 $ 32.19 $ 35.15 $ 125.6 " 46.17 $ 32.00 $ 16.72 $ 5.365$ 21
22 17.22 $ 5.176$ 5.636$ 9.637$ 24.58 $ 30.67 $ 32.95 $ 155.2 " 47.90 $ 43.69 $ 15.79 $ 5.778$ 22
23 12.09 $ 5.343$ 5.684$ 9.869$ 26.96 $ 29.70 $ 32.09 $ 141.5 " 49.11 $ 48.90 $ 18.46 $ 5.921$ 23
24 9.399$ 5.637$ 5.533$ 9.696$ 26.90 $ 28.93 $ 30.95 $ 129.0 " 82.69 $ 53.62 $ 35.76 $ 6.039$ 24
25 7.842$ 5.750$ 5.565$ 10.03 $ 26.03 $ 27.25 $ 29.86 $ 129.7 " 113.3 $ 55.53 $ 46.70 $ 5.755$ 25
26 7.124$ 5.726$ 5.527$ 10.23 $ 26.16 $ 25.68 $ 29.12 $ 119.4 $ 117.1 $ 60.02 $ 35.52 $ 5.297$ 26
27 6.611$ 5.694$ 5.535$ 10.22 $ 29.22 $ 24.98 $ 28.57 $ 139.1 " 85.88 $ 51.90 $ 27.35 $ 4.849$ 27
28 6.465$ 5.937$ 5.607$ 10.48 $ 27.61 $ 24.43 $ 29.09 $ 114.5 $ 68.88 $ 40.57 $ 21.57 $ 4.951$ 28
29 6.725$ 5.587$ 10.51 $ 29.19 $ 24.12 $ 33.65 $ 93.56 $ 70.01 $ 34.23 $ 17.51 $ 5.173$ 29
30 6.718$ 5.691$ 10.72 $ 43.02 $ 24.18 $ 90.80 $ 82.50 $ 108.6 $ 28.84 $ 14.37 $ 5.185$ 30
31 6.679$ 6.102$ 127.7 $ 776.1 " 79.66 $ 25.14 $ 5.060$ 31
Mean 7.261$ 5.076$ 5.265$ 8.041$ 26.86 $ 46.93 $ 74.74 $ 234.6 $ 83.23 $ 65.73 $ 17.77 $ 6.823$
Median 6.596$ 5.259$ 5.533$ 7.881$ 24.58 $ 38.22 $ 37.53 $ 172.9 $ 72.81 $ 41.60 $ 15.53 $ 6.109$
Maximum 17.22 $ 6.707$ 6.765$ 10.72 $ 127.7 $ 98.50 $ 776.1 $1187 $ 177.2 $ 300.7 $ 46.70 $ 11.77 $
Minimum 5.372$ 4.059$ 3.868$ 5.953$ 10.71 $ 24.12 $ 24.83 $ 79.66 $ 46.17 $ 25.14 $ 10.05 $ 4.849$
Total 225.1 $ 142.1 $ 163.2 $ 241.2 $ 832.5 $1408 $2317 $7273 $2497 $2037 $ 533.0 $ 211.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.99 $ " ... Relative Uncertainty +/-10%
Ann. Median 19.16 $ $ ... Relative Uncertainty +/-20%
Annual Total 17881 $
Maximum Minimum
Daily 1187 $ 3.868$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.867$ 5.605& 3.538$ 6.674$ 17.05 $ 14.41 $ 80.38 $ 99.43 $ 74.04 $ 28.25 $ 16.37 $ 6.551$ 1
2 4.253$ 13.37 & 3.655$ 6.503$ 16.46 $ 14.95 $ 91.72 $ 83.81 $ 69.66 $ 26.15 $ 16.33 $ 6.973$ 2
3 4.236$ 23.84 $ 3.775$ 6.168$ 16.99 $ 16.63 $ 105.5 $ 93.54 $ 84.17 $ 24.92 $ 16.09 $ 6.998$ 3
4 4.417$ 25.47 $ 3.972$ 6.037$ 16.13 $ 22.88 $ 83.22 $ 89.75 $ 140.8 $ 23.67 $ 15.52 $ 6.893$ 4
5 4.438$ 19.69 $ 4.201$ 5.860$ 15.35 $ 27.19 $ 69.09 $ 89.06 $ 171.6 " 26.07 $ 15.86 $ 6.529$ 5
6 4.179$ 14.53 $ 4.294$ 5.811$ 17.58 $ 38.76 $ 60.81 $ 117.8 $ 149.7 " 30.01 $ 15.55 $ 6.279$ 6
7 3.839$ 10.54 $ 4.302$ 6.229$ 19.11 $ 43.07 $ 59.39 $ 140.7 $ 120.8 $ 38.27 $ 14.46 $ 6.421$ 7
8 3.788$ 8.598$ 4.362$ 6.803$ 20.70 $ 42.91 $ 59.08 $ 149.9 " 94.48 $ 63.06 $ 13.24 $ 6.376$ 8
9 3.835$ 6.990$ 4.567$ 7.196$ 22.97 $ 53.61 $ 69.34 $ 120.2 $ 77.42 $ 65.08 $ 12.58 $ 6.246$ 9
10 3.783$ 5.799$ 4.490$ 7.448$ 25.39 $ 51.02 $ 77.29 $ 121.0 $ 65.83 $ 80.15 $ 12.34 $ 6.182$ 10
11 3.940$ 4.947$ 4.492$ 7.477$ 32.78 $ 43.19 $ 92.77 $ 291.2 " 58.22 $ 62.58 $ 11.79 $ 6.156$ 11
12 3.870$ 4.417$ 4.579$ 7.443$ 31.63 $ 36.01 $ 128.9 $ 308.9 " 52.08 $ 48.36 $ 11.26 $ 6.172$ 12
13 3.842$ 4.327$ 4.818$ 7.614$ 47.51 $ 36.36 $ 172.8 " 197.3 " 47.54 $ 38.73 $ 10.43 $ 6.276$ 13
14 5.048$ 4.188$ 4.950$ 7.780$ 49.47 $ 36.69 $ 223.5 " 146.9 " 46.47 $ 33.31 $ 9.966$ 6.432$ 14
15 5.937$ 4.188$ 5.153$ 7.776$ 44.97 $ 58.33 $ 232.6 " 124.4 $ 50.01 $ 29.15 $ 9.752$ 6.437$ 15
16 4.979$ 4.120$ 5.348$ 10.90 $ 45.75 $ 67.91 $ 170.6 " 120.9 $ 55.55 $ 26.66 $ 9.259$ 6.407$ 16
17 5.079$ 4.352$ 5.397$ 18.20 $ 40.27 $ 101.6 $ 140.2 " 119.2 $ 67.67 $ 25.26 $ 8.867$ 6.378$ 17
18 5.612& 4.480$ 5.370$ 74.64 $ 32.68 $ 82.54 $ 135.6 " 104.9 $ 65.80 $ 24.32 $ 8.787$ 6.106$ 18
19 5.605& 4.341$ 5.379$ 51.15 $ 27.35 $ 64.30 $ 118.9 $ 90.61 $ 82.79 $ 22.82 $ 8.550$ 5.756$ 19
20 5.605& 4.196$ 5.597$ 35.48 $ 24.80 $ 52.57 $ 106.8 $ 78.73 $ 70.46 $ 22.57 $ 8.453$ 5.683$ 20
21 5.605& 4.316$ 5.746$ 27.30 $ 23.05 $ 45.83 $ 101.9 $ 69.47 $ 57.56 $ 22.99 $ 7.997$ 5.631$ 21
22 5.605& 4.147$ 6.162$ 22.88 $ 21.36 $ 42.99 $ 87.73 $ 62.57 $ 47.86 $ 22.26 $ 7.728$ 5.410$ 22
23 5.605& 4.050$ 6.456$ 20.64 $ 20.25 $ 41.17 $ 86.16 $ 57.49 $ 42.51 $ 20.62 $ 7.571$ 5.567$ 23
24 5.605& 4.033$ 6.527$ 23.01 $ 19.60 $ 48.46 $ 95.95 $ 53.97 $ 40.26 $ 19.79 $ 7.344$ 5.659$ 24
25 5.605& 4.087$ 6.734$ 24.73 $ 18.54 $ 43.09 $ 106.0 $ 52.52 $ 40.16 $ 18.72 $ 7.374$ 5.909$ 25
26 5.605& 3.736$ 6.584$ 22.37 $ 17.62 $ 45.89 $ 104.1 $ 52.46 $ 38.07 $ 17.61 $ 7.151$ 6.033$ 26
27 5.605& 3.378$ 6.349$ 19.89 $ 16.99 $ 53.62 $ 117.9 $ 56.81 $ 36.47 $ 17.23 $ 6.842$ 5.845$ 27
28 5.605& 3.312$ 6.146$ 18.38 $ 16.55 $ 44.80 $ 139.6 " 64.72 $ 34.20 $ 17.35 $ 6.587$ 5.667$ 28
29 5.605& 6.288$ 17.16 $ 15.85 $ 44.14 $ 111.8 $ 74.60 $ 32.22 $ 16.74 $ 6.480$ 5.644$ 29
30 5.605& 6.523$ 17.17 $ 15.21 $ 42.08 $ 100.3 $ 80.94 $ 30.27 $ 16.05 $ 6.473$ 5.705$ 30
31 5.605& 6.795$ 14.84 $ 105.4 $ 80.56 $ 15.67 $ 5.519$ 31
Mean 4.929& 7.466& 5.243$ 16.89 $ 24.67 $ 45.23 $ 110.8 $ 109.5 $ 68.15 $ 30.47 $ 10.57 $ 6.124$
Median 5.079& 4.346& 5.348$ 9.340$ 20.25 $ 43.14 $ 104.1 $ 90.61 $ 57.89 $ 24.92 $ 9.506$ 6.172$
Maximum 5.937& 25.47 & 6.795$ 74.64 $ 49.47 $ 101.6 $ 232.6 $ 308.9 $ 171.6 $ 80.15 $ 16.37 $ 6.998$
Minimum 3.783& 3.312& 3.538$ 5.811$ 14.84 $ 14.41 $ 59.08 $ 52.46 $ 30.27 $ 15.67 $ 6.473$ 5.410$
Total 152.8 & 209.0 & 162.5 $ 506.7 $ 764.8 $1357 $3435 $3394 $2045 $ 944.4 $ 317.0 $ 189.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.93 & " ... Relative Uncertainty +/-10%
Ann. Median 17.23 & $ ... Relative Uncertainty +/-20%
Annual Total 13478 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 308.9 & 3.312&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.612$ 3.567$ 11.99 $ 41.23 $ 12.44 $ 29.63 $1086 " 164.9 " 379.8 " 506.0 " 36.24 $ 15.63 $ 1
2 5.356$ 4.023$ 8.788$ 52.14 $ 12.16 $ 30.37 $ 737.1 " 170.7 " 331.9 " 534.0 " 33.37 $ 14.54 $ 2
3 4.734$ 4.338$ 7.208$ 52.57 $ 11.91 $ 30.48 $ 550.7 " 184.4 " 293.9 " 312.6 " 30.30 $ 13.25 $ 3
4 4.684$ 4.609$ 6.362$ 56.00 $ 11.85 $ 32.27 $ 532.7 " 379.1 " 263.6 " 209.7 " 28.00 $ 11.66 $ 4
5 4.932$ 4.596$ 5.771$ 40.77 $ 11.82 $ 37.27 $ 761.9 " 576.9 " 241.8 " 165.0 " 25.46 $ 11.33 $ 5
6 4.762$ 5.018$ 5.333$ 30.15 $ 13.30 $ 41.37 $1186 " 447.8 " 218.3 " 135.7 " 23.89 $ 11.33 $ 6
7 4.237$ 5.144$ 4.908$ 22.95 $ 18.11 $ 44.10 $1199 " 306.6 " 204.5 " 116.3 $ 22.73 $ 11.17 $ 7
8 3.981$ 4.884$ 4.724$ 18.58 $ 16.40 $ 44.86 $ 752.3 " 251.4 " 256.8 " 101.6 $ 21.66 $ 11.09 $ 8
9 4.228$ 4.899$ 4.422$ 15.81 $ 15.69 $ 40.81 $ 478.3 " 200.2 " 358.5 " 90.58 $ 20.84 $ 10.68 $ 9
10 4.457$ 5.045$ 4.239$ 14.34 $ 19.34 $ 35.87 $ 366.9 " 170.6 " 407.9 " 83.73 $ 20.07 $ 10.35 $ 10
11 4.893$ 4.919$ 4.221$ 16.58 $ 20.34 $ 33.85 $ 472.0 " 541.8 " 402.0 " 77.05 $ 19.55 $ 10.25 $ 11
12 4.772$ 4.833$ 4.319$ 18.92 $ 19.68 $ 31.90 $ 750.7 "2866 " 338.4 " 70.36 $ 18.64 $ 10.45 $ 12
13 4.292$ 4.749$ 4.254$ 27.48 $ 23.68 $ 29.37 $ 694.7 "3734 " 317.1 " 66.34 $ 17.70 $ 10.55 $ 13
14 4.053$ 24.85 $ 4.113$ 33.06 $ 30.61 $ 27.14 $ 445.6 "1418 " 267.1 " 65.03 $ 17.09 $ 10.62 $ 14
15 3.954$ 25.50 $ 4.094$ 29.20 $ 43.03 $ 25.38 $ 570.4 " 665.1 " 229.3 " 64.17 $ 17.57 $ 10.21 $ 15
16 3.911$ 83.58 $ 4.073$ 28.40 $ 50.74 $ 24.10 $ 729.7 " 510.7 " 201.6 " 61.86 $ 18.11 $ 9.824$ 16
17 3.751$ 125.5 $ 3.946$ 43.82 $ 46.08 $ 23.07 $ 569.7 " 572.6 " 181.4 " 58.32 $ 21.53 $ 9.547$ 17
18 4.040$ 159.1 $ 4.002$ 38.93 $ 57.05 $ 22.27 $ 375.9 " 674.6 " 164.8 " 54.86 $ 91.82 $ 9.934$ 18
19 4.020$ 391.6 $ 3.815$ 32.64 $ 107.9 $ 21.40 $ 289.2 " 560.1 " 152.6 " 52.09 $ 95.44 $ 10.44 $ 19
20 3.790! 431.6 $ 3.621$ 27.32 $ 125.1 $ 20.81 $ 255.2 " 902.4 " 146.1 " 50.26 $ 59.38 $ 10.30 $ 20
21 3.637! 364.6 $ 3.554$ 23.48 $ 104.0 $ 20.56 $ 238.5 " 956.7 " 150.5 " 47.55 $ 42.41 $ 9.640$ 21
22 3.539$ 271.2 $ 3.465$ 20.04 $ 92.05 $ 21.92 $ 223.8 "2005 " 167.4 " 45.21 $ 33.71 $ 8.985$ 22
23 3.900$ 201.8 $ 3.807$ 17.76 $ 99.36 $ 23.10 $ 212.2 "8164 " 258.7 " 42.81 $ 29.36 $ 8.902$ 23
24 4.341$ 148.7 $ 4.131$ 16.36 $ 154.1 " 25.02 $ 197.0 "6347 " 329.6 " 40.96 $ 26.69 $ 8.592$ 24
25 4.281$ 89.68 $ 4.155$ 15.49 $ 122.0 $ 40.50 $ 181.2 "2520 " 293.5 " 38.94 $ 23.97 $ 7.918$ 25
26 4.030$ 50.24 $ 4.335$ 14.68 $ 82.86 $ 146.4 $ 163.6 "1582 " 232.6 " 37.21 $ 21.37 $ 7.094$ 26
27 3.814$ 31.02 $ 4.605$ 13.76 $ 60.87 $ 183.7 " 156.0 "1230 " 184.4 " 37.15 $ 19.24 $ 6.379$ 27
28 4.145$ 18.52 $ 5.147$ 13.82 $ 47.42 $ 387.1 " 156.1 " 883.8 " 161.0 " 37.77 $ 17.93 $ 5.899$ 28
29 4.182$ 6.498$ 13.76 $ 38.90 $ 626.7 " 156.7 " 678.3 " 148.5 " 43.89 $ 17.46 $ 5.656$ 29
30 4.066$ 20.31 $ 12.83 $ 34.83 $1032 " 157.0 " 541.8 " 290.5 " 39.67 $ 16.70 $ 5.685$ 30
31 3.760$ 17.27 $ 32.19 $ 157.8 " 444.4 " 37.56 $ 5.623$ 31
Mean 4.263! 88.51 $ 5.854$ 26.76 $ 49.54 $ 104.5 $ 477.5 "1311 " 252.5 " 107.2 $ 29.61 $ 9.791$
Median 4.145! 21.69 $ 4.319$ 23.22 $ 34.83 $ 31.19 $ 445.6 " 576.9 " 249.3 " 61.86 $ 22.20 $ 10.25 $
Maximum 5.612! 431.6 $ 20.31 $ 56.00 $ 154.1 $1032 $1199 "8164 " 407.9 " 534.0 $ 95.44 $ 15.63 $
Minimum 3.539! 3.567$ 3.465$ 12.83 $ 11.82 $ 20.56 $ 156.0 " 164.9 " 146.1 " 37.15 $ 16.70 $ 5.623$
Total 132.2 ! 2478 $ 181.5 $ 802.9 $ 1536 $ 3134 $14804 "40650 " 7574 " 3324 $ 888.3 $ 303.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 207.7 ! ! ... Not reviewed / Quality not known
Ann. Median 31.02 ! " ... Relative Uncertainty +/-10%
Annual Total 75808 ! $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 8164 ! 3.465!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.672$ 4.632$ 3.936$ 4.896$ 7.127$ 95.64 $ 153.4 " 135.9 " 186.4 " 51.32 $ 17.56 $ 12.64 $ 1
2 5.623$ 4.464$ 4.041$ 5.117$ 7.124$ 232.5 " 159.5 " 176.4 " 155.7 " 48.45 $ 17.11 $ 11.60 $ 2
3 5.398$ 4.227$ 3.974$ 5.512$ 7.040$ 419.9 " 228.5 " 193.2 " 137.3 " 47.29 $ 17.18 $ 11.03 $ 3
4 4.945$ 4.119$ 3.939$ 5.879$ 7.154$ 241.1 " 271.3 " 187.3 " 123.6 $ 45.27 $ 16.78 $ 10.35 $ 4
5 11.43 $ 4.091$ 3.831$ 5.987$ 7.376$ 183.1 " 273.6 " 167.1 " 116.7 $ 43.08 $ 16.29 $ 9.980$ 5
6 9.678$ 3.951$ 3.819$ 5.961$ 7.433$ 192.0 " 201.8 " 150.9 " 140.8 $ 42.60 $ 15.76 $ 9.561$ 6
7 7.773$ 3.813$ 3.910$ 6.151$ 10.24 $ 321.0 " 170.9 " 176.1 " 292.5 " 40.61 $ 15.23 $ 9.210$ 7
8 6.829$ 3.687$ 3.983$ 6.726$ 13.84 $ 371.6 " 510.8 " 193.2 " 404.3 " 41.24 $ 15.03 $ 8.853$ 8
9 5.784$ 3.623$ 3.975$ 7.049$ 38.78 $ 490.9 " 922.0 " 189.0 " 324.1 " 40.73 $ 15.04 $ 8.336$ 9
10 5.064$ 3.796$ 4.166$ 7.083$ 55.95 $ 539.8 " 740.3 " 140.6 " 218.9 " 38.47 $ 15.71 $ 8.050$ 10
11 4.657$ 3.869$ 4.338$ 7.556$ 39.01 $ 615.3 " 457.2 " 118.8 $ 167.5 " 38.03 $ 16.41 $ 7.901$ 11
12 4.241$ 3.857$ 4.348$ 8.123$ 29.91 $ 726.5 " 321.4 " 122.6 $ 142.2 " 40.28 $ 17.72 $ 7.745$ 12
13 4.003$ 3.968$ 4.398$ 7.889$ 25.92 $ 830.0 " 281.9 " 325.1 " 124.6 $ 43.01 $ 19.12 $ 7.560$ 13
14 3.824$ 3.796$ 4.404$ 7.783$ 22.16 $ 562.4 " 301.9 " 473.4 " 108.9 $ 62.85 $ 20.44 $ 7.203$ 14
15 3.812$ 3.567$ 4.826$ 7.716$ 18.91 $ 407.9 " 263.1 " 453.7 " 97.27 $ 54.70 $ 19.02 $ 7.148$ 15
16 3.574$ 3.392$ 5.322$ 7.690$ 20.46 $ 281.3 " 208.4 " 365.0 " 89.82 $ 56.23 $ 17.13 $ 7.365$ 16
17 3.230$ 3.460$ 5.609$ 8.006$ 18.19 $ 220.7 " 170.4 " 277.6 " 85.00 $ 58.02 $ 15.85 $ 7.330$ 17
18 3.081$ 3.484$ 5.857$ 8.672$ 20.27 $ 198.7 " 148.2 " 201.0 " 81.64 $ 48.59 $ 14.02 $ 7.394$ 18
19 2.890$ 3.667$ 5.859$ 9.491$ 29.85 $ 182.2 " 134.0 " 162.7 " 78.87 $ 41.32 $ 12.73 $ 7.380$ 19
20 2.912$ 3.595$ 5.556$ 9.336$ 27.01 $ 162.7 " 126.2 " 146.4 " 76.65 $ 36.48 $ 12.09 $ 7.251$ 20
21 3.055$ 3.370$ 5.794$ 9.310$ 24.49 $ 146.6 " 135.3 " 145.1 " 75.89 $ 42.51 $ 11.27 $ 7.034$ 21
22 3.013$ 3.305$ 5.620$ 9.764$ 24.99 $ 136.3 " 182.4 " 158.8 " 71.81 $ 33.60 $ 10.93 $ 7.129$ 22
23 3.198$ 3.245$ 5.659$ 9.740$ 54.07 $ 138.3 " 225.4 " 154.2 " 67.94 $ 31.85 $ 10.97 $ 6.892$ 23
24 3.482$ 3.208$ 5.518$ 9.431$ 73.60 $ 141.5 " 232.3 " 192.3 " 65.36 $ 30.19 $ 11.56 $ 6.526$ 24
25 3.663$ 3.341$ 5.297$ 9.179$ 134.1 $ 129.6 " 180.8 " 346.0 " 63.43 $ 27.18 $ 12.00 $ 6.381$ 25
26 3.740$ 3.644$ 5.205$ 8.711$ 258.8 " 137.1 " 149.2 " 483.7 " 62.16 $ 24.18 $ 13.96 $ 6.363$ 26
27 3.774$ 3.735$ 5.358$ 8.417$ 221.4 " 121.6 $ 132.4 " 482.9 " 59.18 $ 22.69 $ 14.54 $ 6.364$ 27
28 4.086$ 3.563$ 4.917$ 7.214$ 129.6 $ 111.3 $ 120.3 $ 498.8 " 57.66 $ 21.31 $ 16.16 $ 7.228$ 28
29 4.289$ 3.620$ 4.848$ 7.039$ 87.34 $ 126.1 " 110.8 $ 537.8 " 55.38 $ 19.96 $ 15.42 $ 7.354$ 29
30 4.728$ 5.027$ 7.239$ 64.98 $ 121.3 $ 113.0 $ 396.3 " 53.33 $ 18.68 $ 13.78 $ 7.153$ 30
31 4.782$ 4.856$ 60.72 $ 124.6 $ 255.0 " 17.93 $ 7.063$ 31
Mean 4.717$ 3.727$ 4.780$ 7.622$ 49.93 $ 286.2 $ 250.0 $ 258.3 $ 126.2 $ 38.99 $ 15.23 $ 8.044$
Median 4.086$ 3.667$ 4.848$ 7.703$ 25.92 $ 195.4 $ 182.4 $ 192.3 $ 93.55 $ 40.73 $ 15.57 $ 7.365$
Maximum 11.43 $ 4.632$ 5.859$ 9.764$ 258.8 $ 830.0 $ 922.0 $ 537.8 $ 404.3 $ 62.85 $ 20.44 $ 12.64 $
Minimum 2.890$ 3.208$ 3.819$ 4.896$ 7.040$ 95.64 $ 110.8 $ 118.8 $ 53.33 $ 17.93 $ 10.93 $ 6.363$
Total 146.2 $ 108.1 $ 148.2 $ 228.7 $1548 $8585 $7751 $8007 $3785 $1209 $ 456.8 $ 249.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 88.04 $ " ... Relative Uncertainty +/-10%
Ann. Median 17.12 $ $ ... Relative Uncertainty +/-20%
Annual Total 32222 $
Maximum Minimum
Daily 922.0 $ 2.890$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7.137$ 7.661$ 8.501$ 12.92 $ 14.53 $ 60.77 $ 532.3 " 166.0 " 382.6 " 130.0 " 34.37 $ 14.92 $ 1
2 7.319$ 7.378$ 8.877$ 14.70 $ 21.47 $ 54.97 $ 583.6 " 162.4 " 302.9 " 132.7 " 33.15 $ 15.44 $ 2
3 7.268$ 7.305$ 9.222$ 12.61 $ 34.96 $ 51.73 $ 471.5 " 196.4 " 249.6 " 140.1 " 32.23 $ 16.86 $ 3
4 6.892$ 7.170$ 9.581$ 12.64 $ 277.9 $ 51.60 $ 488.7 " 252.6 " 216.9 " 142.2 " 30.82 $ 17.01 $ 4
5 6.776$ 7.253$ 10.20 $ 16.73 $ 403.4 " 66.13 $ 889.9 " 301.2 " 199.4 " 142.9 " 30.36 $ 16.90 $ 5
6 6.595$ 7.464$ 10.33 $ 27.59 $ 249.7 " 158.5 $ 890.3 " 237.4 " 214.5 " 139.6 # 28.62 $ 16.50 $ 6
7 6.348$ 7.614$ 10.22 $ 28.49 $ 155.4 " 184.7 " 626.3 " 188.7 " 359.6 " 125.7 # 27.76 $ 16.21 $ 7
8 6.174$ 7.583$ 10.32 $ 23.97 $ 112.9 $ 595.7 " 457.3 " 164.2 " 460.6 " 116.1 $ 28.40 $ 16.12 $ 8
9 5.846$ 7.560$ 10.39 $ 19.51 $ 83.65 $1504 " 374.6 " 150.8 " 487.5 " 102.6 $ 27.23 $ 16.30 $ 9
10 5.634$ 7.547$ 10.92 $ 15.82 $ 65.14 $1785 " 334.9 " 142.3 " 420.9 " 90.06 $ 25.73 $ 15.79 $ 10
11 5.657$ 7.420$ 11.01 $ 13.46 $ 55.83 $2271 " 295.0 " 135.6 " 345.7 " 83.43 $ 25.16 $ 16.36 $ 11
12 5.489$ 7.622$ 10.74 $ 12.26 $ 58.40 $2585 " 266.9 " 132.0 " 265.9 " 76.90 $ 24.44 $ 16.34 $ 12
13 5.381$ 7.911$ 10.61 $ 11.48 $ 300.7 $2432 " 257.7 " 139.3 " 212.5 " 70.62 $ 23.44 $ 16.36 $ 13
14 5.029$ 8.284$ 11.12 $ 10.38 $ 590.7 "1968 " 286.0 " 219.7 " 194.9 " 65.94 $ 22.15 $ 16.24 $ 14
15 4.869$ 8.015$ 12.60 $ 9.801$ 361.4 "1098 " 296.4 " 334.3 " 180.7 " 62.14 $ 21.17 $ 16.12 $ 15
16 4.783$ 7.857$ 14.00 $ 9.710$ 208.2 " 735.5 " 288.9 " 349.4 " 163.6 " 59.21 $ 20.55 $ 16.16 $ 16
17 4.903$ 7.950$ 13.59 $ 9.663$ 175.4 "1342 " 262.4 " 418.8 " 161.7 " 55.59 $ 19.03 $ 15.59 $ 17
18 5.530$ 7.998$ 13.37 $ 9.474$ 226.9 "2467 " 299.9 "1400 " 200.3 " 51.62 $ 17.74 $ 14.81 $ 18
19 6.010$ 7.839$ 31.31 $ 9.246$ 339.4 "1992 " 345.7 "2469 " 227.4 " 48.72 $ 17.08 $ 14.54 $ 19
20 5.577$ 7.485$ 141.6 $ 8.895$ 260.0 "1212 " 277.2 "1614 " 247.6 " 46.63 $ 16.24 $ 13.99 $ 20
21 5.770$ 7.528$ 113.5 $ 8.845$ 299.8 " 765.8 " 315.9 " 788.3 " 228.9 " 44.80 $ 15.44 $ 13.65 $ 21
22 6.040$ 7.793$ 79.21 $ 8.900$ 275.1 " 596.5 " 492.7 " 478.3 " 259.8 " 43.58 $ 14.64 $ 13.34 $ 22
23 6.386$ 7.671$ 116.2 $ 8.814$ 351.0 " 538.3 " 532.8 " 363.8 " 320.7 " 42.26 $ 14.37 $ 13.06 $ 23
24 6.647$ 7.489$ 66.16 $ 8.877$ 326.8 "1046 " 401.8 " 327.7 " 228.5 " 43.15 $ 13.71 $ 12.87 $ 24
25 6.795$ 7.718$ 42.11 $ 8.772$ 225.9 "1581 " 292.2 " 365.2 " 173.3 " 42.47 $ 13.20 $ 12.69 $ 25
26 6.879$ 7.998$ 29.97 $ 8.705$ 156.4 "1142 " 248.0 " 491.4 " 144.0 " 41.00 $ 13.14 $ 12.80 $ 26
27 6.932$ 7.993$ 22.71 $ 8.931$ 125.4 $ 719.7 " 226.9 " 473.8 " 128.9 " 42.19 $ 13.67 $ 12.69 $ 27
28 7.096$ 8.234$ 18.19 $ 9.108$ 103.0 $ 502.8 " 211.2 " 387.1 " 120.2 $ 40.90 $ 14.15 $ 12.54 $ 28
29 7.070$ 15.02 $ 9.289$ 87.85 $ 415.3 " 198.0 " 343.5 " 121.7 $ 38.39 $ 14.88 $ 12.42 $ 29
30 7.174$ 13.22 $ 10.50 $ 76.05 $ 433.1 " 185.4 " 381.9 " 122.6 $ 37.17 $ 14.94 $ 12.14 $ 30
31 7.376$ 12.51 $ 67.55 $ 174.0 " 449.4 " 35.49 $ 12.02 $ 31
Mean 6.238$ 7.691$ 28.95 $ 12.67 $ 196.5 $1012 $ 380.8 " 452.4 " 244.8 $ 75.30 $ 21.59 $ 14.80 $
Median 6.348$ 7.642$ 12.60 $ 10.09 $ 175.4 $ 750.7 $ 299.9 " 334.3 " 222.2 $ 59.21 $ 20.86 $ 15.44 $
Maximum 7.376$ 8.284$ 141.6 $ 28.49 $ 590.7 $2585 $ 890.3 "2469 " 487.5 $ 142.9 $ 34.37 $ 17.01 $
Minimum 4.783$ 7.170$ 8.501$ 8.705$ 14.53 $ 51.60 $ 174.0 " 132.0 " 120.2 $ 35.49 $ 13.14 $ 12.02 $
Total 193.4 $ 215.3 $ 897.3 $ 380.1 $ 6091 $30355 $11805 "14025 " 7343 $ 2334 $ 647.8 $ 458.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 204.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 41.00 $ # ... Relative Uncertainty +/-15%
Annual Total 74746 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2585 $ 4.783$
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 11.91 $ 58.22 & 25.39 & 5.631& 8.826& 16.97 & 43.23 & 61.31 & 47.27 & 29.07 & 33.85 & 4.765& 1
2 12.34 $ 53.77 & 20.84 & 5.522& 8.309& 16.17 & 49.41 & 56.90 & 94.00 & 26.76 & 47.44 & 4.584& 2
3 13.93 $ 50.77 & 18.38 & 5.617& 7.869& 14.67 & 42.30 & 49.00 & 136.1 $ 26.10 & 39.10 & 4.216& 3
4 11.44 $ 44.95 & 16.16 & 5.976& 7.540& 13.66 & 34.42 & 47.18 & 133.4 $ 25.43 & 29.89 & 4.119& 4
5 11.69 $ 38.27 & 14.65 & 8.418& 7.353& 13.01 & 29.64 & 45.93 & 92.49 & 24.17 & 23.33 & 4.009& 5
6 12.19 $ 33.91 & 13.07 & 8.660& 7.747& 12.36 & 27.51 & 43.86 & 68.59 & 24.88 & 18.84 & 3.864& 6
7 12.51 $ 33.75 ! 11.24 & 7.461& 7.972& 12.04 & 24.72 & 41.21 & 55.40 & 23.41 & 17.21 & 3.909& 7
8 14.39 $ 32.88 ! 9.726& 6.589& 7.815& 12.09 & 23.12 & 38.99 & 51.78 & 20.93 & 15.31 & 3.972& 8
9 14.91 $ 32.22 ! 8.638& 6.228& 7.843& 11.70 & 23.62 & 41.15 & 197.2 & 19.24 & 13.46 & 3.837& 9
10 18.78 $ 39.50 ! 7.833& 5.953& 8.000& 11.54 & 23.68 & 36.78 & 772.3 & 17.89 & 11.56 & 3.723& 10
11 16.07 $ 49.71 ! 7.320& 5.894& 7.823& 11.08 & 27.07 & 35.66 & 604.3 & 17.42 & 10.58 & 3.533& 11
12 60.31 $ 46.16 ! 6.692& 5.903& 7.691& 10.65 & 27.25 & 39.18 & 397.7 & 17.42 & 9.695& 3.527& 12
13 3454 $ 43.07 ! 6.322& 5.969& 7.583& 10.67 & 25.45 & 37.30 & 303.1 & 17.40 & 8.115& 3.598& 13
14 7157 & 42.92 ! 6.124& 6.183& 7.420& 10.53 & 23.57 & 37.28 & 213.4 & 16.83 & 7.339& 3.606& 14
15 2528 & 47.39 ! 5.775& 6.651& 7.656& 10.32 & 26.50 & 39.19 & 142.4 $ 17.00 & 7.291& 3.480& 15
16 947.7 & 50.51 ! 5.462& 6.910& 7.916& 10.12 & 25.34 & 37.43 & 105.3 & 16.76 & 7.192& 3.334& 16
17 480.9 & 45.33 ! 5.307& 6.664& 8.070& 9.973& 22.86 & 45.47 & 89.11 & 15.36 & 6.702& 3.406& 17
18 370.5 & 35.68 & 5.103& 6.341& 8.624& 10.19 & 20.86 & 56.81 & 81.18 & 14.05 & 6.307& 3.597& 18
19 279.2 & 28.45 & 4.832& 6.263& 11.24 & 10.55 & 19.53 & 79.12 & 75.81 & 13.09 & 5.845& 4.204& 19
20 202.4 & 24.12 & 4.574& 6.175& 11.20 & 12.19 & 18.62 & 77.49 & 75.21 & 11.98 & 5.698& 4.435& 20
21 134.8 $ 25.09 & 4.424& 6.324& 10.03 & 12.92 & 19.52 & 90.75 & 69.01 & 11.14 & 5.506& 4.643& 21
22 94.52 & 23.32 & 4.461& 6.412& 8.716& 15.85 & 20.13 & 88.81 & 66.75 & 10.78 & 5.272& 4.377& 22
23 71.29 & 65.24 & 4.501& 6.679& 8.797& 18.22 & 31.35 & 123.2 $ 63.30 & 10.62 & 5.014& 4.488& 23
24 58.02 & 46.64 & 4.563& 6.968& 10.07 & 16.59 & 37.55 & 180.2 & 56.14 & 9.787& 4.950& 4.489& 24
25 52.36 & 44.66 & 4.744& 7.226& 10.31 & 15.68 & 53.76 & 193.0 & 50.12 & 8.886& 4.614& 4.858& 25
26 1057 & 41.53 & 4.643& 7.854& 16.07 & 16.92 & 71.02 & 117.6 & 45.13 & 9.287& 4.278& 4.694& 26
27 824.0 & 39.07 & 4.733& 8.184& 18.12 & 20.60 & 85.36 & 79.74 & 40.58 & 255.7 & 4.187& 4.396& 27
28 298.9 & 31.98 & 4.942& 8.326& 15.27 & 22.33 & 99.00 & 61.46 & 36.83 & 199.9 & 4.395& 4.455& 28
29 150.5 $ 4.964& 8.913& 14.70 & 40.92 & 76.70 & 50.96 & 33.67 & 102.7 & 4.853& 4.331& 29
30 94.62 & 4.963& 9.133& 14.75 & 40.71 & 66.74 & 43.99 & 31.34 & 63.99 & 4.940& 4.297& 30
31 71.19 & 4.915& 15.47 & 69.78 & 42.00 & 44.80 & 4.282& 31
Mean 598.0 & 41.04 ! 8.235& 6.834& 9.896& 15.37 & 38.38 & 65.12 & 141.0 & 36.22 & 12.43 & 4.098&
Median 71.29 & 42.23 ! 5.462& 6.501& 8.309& 12.64 & 27.25 & 47.18 & 75.51 & 17.42 & 7.241& 4.204&
Maximum 7157 & 65.24 ! 25.39 & 9.133& 18.12 & 40.92 & 99.00 & 193.0 & 772.3 & 255.7 & 47.44 & 4.858&
Minimum 11.44 & 23.32 ! 4.424& 5.522& 7.353& 9.973& 18.62 & 35.66 & 31.34 & 8.886& 4.187& 3.334&
Total 18537 & 1149 ! 255.3 & 205.0 & 306.8 & 461.2 & 1190 & 2019 & 4229 & 1123 & 372.8 & 127.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 82.12 ! ! ... Not reviewed / Quality not known
Ann. Median 16.16 ! $ ... Relative Uncertainty +/-20%
Annual Total 29974 ! & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 7157 ! 3.334!
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.419& 4.388& 3.757& 4.265& 13.78 & 28.15 & 37.04 & 334.6 & 77.84 & 48.92 & 14.96 & 5.859& 1
2 4.643& 4.330& 3.974& 4.326& 11.64 & 36.23 & 38.57 & 352.5 & 69.44 & 42.35 & 13.51 & 5.860& 2
3 6.004& 4.448& 4.058& 4.283& 13.64 & 30.50 & 74.63 & 243.4 & 65.38 & 37.84 & 12.63 & 5.877& 3
4 6.453& 4.435& 4.374& 4.340& 22.61 & 25.21 & 103.6 & 176.6 $ 61.82 & 34.04 & 11.95 & 6.246& 4
5 5.994& 4.127& 4.906& 4.431& 19.56 & 21.85 & 127.9 $ 139.1 $ 56.22 & 31.34 & 11.50 & 6.264& 5
6 5.974& 3.995& 4.639& 4.510& 16.17 & 19.57 & 111.9 & 113.2 $ 51.79 & 29.32 & 11.33 & 6.339& 6
7 5.540& 4.057& 4.214& 4.694& 15.34 & 17.93 & 82.62 & 97.89 & 49.28 & 28.00 & 10.85 & 6.286& 7
8 5.551& 4.082& 3.928& 4.830& 14.11 & 16.99 & 63.60 & 98.99 & 48.67 & 29.97 & 10.16 & 6.335& 8
9 5.711& 3.989& 3.907& 4.711& 12.45 & 15.89 & 51.50 & 99.00 & 48.76 & 29.87 & 9.682& 6.473& 9
10 5.949& 3.955& 3.663& 4.587& 11.45 & 14.92 & 43.29 & 109.0 $ 54.79 & 29.88 & 9.065& 6.037& 10
11 5.947& 3.792& 3.493& 4.607& 11.13 & 14.43 & 37.87 & 106.6 $ 53.43 & 35.83 & 8.600& 6.031& 11
12 5.986& 3.819& 3.448& 4.735& 12.07 & 14.08 & 33.83 & 115.6 $ 58.35 & 33.64 & 8.444& 6.063& 12
13 5.677& 3.751& 3.441& 4.894& 11.52 & 13.91 & 30.56 & 124.1 $ 62.85 & 34.02 & 8.242& 6.289& 13
14 5.544& 3.780& 3.452& 5.093& 10.99 & 14.99 & 28.31 & 133.9 $ 74.78 & 40.15 & 8.019& 6.393& 14
15 5.512& 3.922& 3.431& 5.501& 11.24 & 14.55 & 25.94 & 105.6 & 84.00 & 34.14 & 8.036& 6.690& 15
16 5.284& 3.923& 3.492& 6.419& 12.14 & 14.31 & 23.91 & 85.55 & 109.9 $ 29.04 & 7.616& 10.01 & 16
17 5.527& 3.944& 3.574& 6.280& 12.30 & 15.86 & 22.53 & 74.24 & 96.53 & 25.86 & 7.354& 10.86 & 17
18 5.646& 4.055& 3.679& 6.238& 11.97 & 17.60 & 21.97 & 66.48 & 91.41 & 23.25 & 7.179& 10.77 & 18
19 5.322& 4.132& 3.811& 6.063& 11.04 & 16.51 & 22.74 & 63.54 & 80.86 & 20.68 & 7.168& 179.2 & 19
20 4.983& 4.111& 3.778& 6.015& 10.92 & 15.01 & 24.39 & 76.28 & 69.99 & 19.49 & 7.004& 282.2 & 20
21 4.692& 3.863& 3.833& 6.011& 10.52 & 14.96 & 33.80 & 154.2 $ 60.17 & 18.50 & 6.658& 273.4 & 21
22 4.500& 3.905& 3.789& 6.159& 10.22 & 14.72 & 102.3 & 118.9 $ 53.61 & 16.76 & 6.422& 251.7 & 22
23 4.378& 3.896& 3.790& 6.232& 10.30 & 16.61 & 160.0 $ 141.8 $ 47.64 & 15.26 & 6.221& 157.1 $ 23
24 4.320& 3.741& 3.801& 6.175& 10.43 & 17.90 & 172.9 & 126.6 $ 47.74 & 14.72 & 6.247& 105.0 & 24
25 4.319& 3.644& 4.153& 6.793& 10.34 & 22.90 & 192.4 & 107.9 $ 46.89 & 14.00 & 6.313& 75.62 & 25
26 4.508& 3.599& 4.343& 7.011& 11.03 & 32.38 & 182.2 $ 108.9 $ 59.44 & 14.52 & 6.335& 55.95 & 26
27 4.774& 3.628& 4.372& 11.20 & 12.02 & 30.20 & 162.9 $ 99.78 & 58.43 & 14.74 & 6.318& 42.77 & 27
28 4.620& 3.707& 4.273& 9.983& 17.55 & 32.29 & 128.2 $ 98.55 & 61.09 & 14.34 & 5.782& 32.19 & 28
29 4.267& 4.213& 9.149& 18.04 & 33.97 & 250.4 & 91.68 & 67.32 & 14.00 & 5.589& 24.23 & 29
30 4.210& 4.197& 9.887& 40.21 & 36.45 & 359.1 & 86.71 & 56.79 & 13.99 & 5.653& 18.79 & 30
31 4.287& 4.203& 36.37 & 305.1 & 85.54 & 15.18 & 14.84 & 31
Mean 5.179& 3.965& 3.935& 5.981& 14.62 & 21.03 & 98.58 & 127.0 & 64.17 & 25.92 & 8.495& 52.83 &
Median 5.322& 3.933& 3.833& 5.756& 12.02 & 17.29 & 63.60 & 107.9 & 59.80 & 28.00 & 7.817& 10.01 &
Maximum 6.453& 4.448& 4.906& 11.20 & 40.21 & 36.45 & 359.1 & 352.5 & 109.9 & 48.92 & 14.96 & 282.2 &
Minimum 4.210& 3.599& 3.431& 4.265& 10.22 & 13.91 & 21.97 & 63.54 & 46.89 & 13.99 & 5.589& 5.859&
Total 160.5 & 111.0 & 122.0 & 179.4 & 453.1 & 630.9 &3056 &3937 &1925 & 803.7 & 254.8 &1638 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.36 & $ ... Relative Uncertainty +/-20%
Ann. Median 12.14 & & ... Relative Uncertainty +/-30%
Annual Total 13271 &
Maximum Minimum
Daily 359.1 & 3.431&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 12.31 & 4.658& 8.898& 5.518& 11.46 & 23.00 & 103.0 &2218 # 81.33 & 146.1 $ 56.36 & 12.29 & 1
2 10.83 & 4.726& 8.599& 5.417& 11.04 & 22.35 & 86.91 &1815 & 81.45 & 107.6 & 53.60 & 11.50 & 2
3 9.520& 4.646& 8.424& 5.574& 10.99 & 22.43 & 69.07 &1211 & 75.42 & 93.29 & 44.02 & 11.26 & 3
4 8.645& 4.801& 8.398& 5.997& 10.84 & 24.50 & 59.45 & 962.5 & 69.30 & 88.56 & 36.81 & 10.70 & 4
5 7.975& 4.918& 8.507& 7.046& 10.68 & 23.00 & 62.13 & 727.7 & 64.48 & 78.06 & 31.19 & 10.26 & 5
6 7.591& 5.220& 8.686& 8.211& 10.43 & 20.73 & 59.66 & 530.1 & 60.33 & 68.66 & 28.59 & 9.723& 6
7 7.075& 8.866& 8.581& 7.961& 10.45 & 19.62 & 57.85 & 412.6 & 56.71 & 61.67 & 25.85 & 9.345& 7
8 6.636& 9.925& 8.077& 7.945& 10.25 & 18.38 & 59.80 & 337.8 & 54.75 & 55.87 & 23.79 & 9.316& 8
9 6.458& 9.090& 7.928& 7.727& 10.27 & 18.97 & 58.24 & 282.2 & 50.59 & 49.04 & 23.82 & 9.052& 9
10 6.040& 9.358& 7.954& 7.440& 10.25 & 18.77 & 54.15 & 239.3 & 48.10 & 43.45 & 22.37 & 8.721& 10
11 5.579& 65.24 & 7.952& 7.014& 10.28 & 17.80 & 49.68 & 206.7 & 46.91 & 39.97 & 20.60 & 8.493& 11
12 5.514& 113.4 & 7.683& 6.801& 10.10 & 19.43 & 45.90 & 184.1 $ 45.67 & 36.23 & 19.11 & 8.229& 12
13 5.358& 98.25 & 7.357& 6.621& 11.24 & 23.20 & 53.27 & 164.8 $ 46.22 & 32.90 & 17.15 & 7.910& 13
14 5.264& 123.1 $ 6.985& 6.520& 12.66 & 21.72 & 54.66 & 149.7 $ 47.20 & 30.47 & 15.73 & 7.610& 14
15 5.192& 84.06 & 6.718& 6.517& 12.43 & 20.44 & 70.16 & 137.9 $ 46.53 & 28.25 & 14.44 & 7.454& 15
16 4.672& 57.99 & 6.370& 6.711& 15.20 & 21.95 & 92.14 & 127.5 $ 43.63 & 25.81 & 13.66 & 7.461& 16
17 4.932& 42.50 & 6.261& 8.643& 22.22 & 22.92 & 253.4 & 119.8 $ 44.80 & 23.90 & 13.12 & 7.322& 17
18 5.155& 31.74 & 6.085& 9.841& 20.03 & 25.46 & 371.1 & 111.8 $ 47.71 & 22.30 & 12.61 & 6.912& 18
19 5.262& 23.84 & 6.170& 9.369& 16.56 & 28.89 & 440.2 & 104.6 $ 56.23 & 21.08 & 11.97 & 6.747& 19
20 5.158& 18.71 & 6.474& 26.79 & 14.56 & 28.88 & 616.6 & 96.43 & 59.59 & 19.99 & 11.65 & 6.594& 20
21 5.042& 15.29 & 6.243& 25.55 & 14.02 & 29.78 & 589.7 & 91.60 & 57.72 & 18.58 & 11.40 & 6.445& 21
22 4.943& 12.30 & 6.213& 19.31 & 14.50 & 31.73 & 361.8 & 86.04 & 56.69 & 17.82 & 11.33 & 6.257& 22
23 4.913& 11.07 & 6.020& 15.74 & 15.67 & 28.85 & 229.0 & 81.82 & 59.95 & 16.80 & 12.36 & 6.004& 23
24 5.050& 10.30 & 5.719& 13.28 & 16.94 & 25.62 & 295.3 & 78.18 & 57.35 & 19.74 & 12.93 & 5.759& 24
25 5.223& 9.711& 5.525& 11.76 & 21.40 & 23.68 & 509.5 & 76.31 & 55.23 & 24.58 & 13.54 & 5.615& 25
26 5.190& 9.691& 5.254& 11.26 & 25.51 & 21.73 & 614.1 & 74.61 & 57.16 & 57.08 & 14.36 & 5.451& 26
27 5.057& 9.224& 5.094& 13.33 & 24.47 & 24.08 & 455.5 & 73.23 & 89.24 & 60.97 & 15.29 & 5.411& 27
28 4.792& 9.035& 5.066& 13.71 & 25.12 & 25.40 & 452.5 & 71.63 & 161.8 & 50.80 & 14.99 & 5.389& 28
29 4.679& 8.924& 4.911& 13.01 & 24.14 & 44.45 & 889.2 & 72.53 & 226.9 & 73.01 & 14.42 & 5.188& 29
30 4.738& 4.725& 12.31 & 23.92 & 71.61 &1392 & 78.53 & 215.5 & 74.28 & 13.31 & 4.940& 30
31 4.685& 5.542& 22.50 & 2029 & 79.02 & 69.44 & 4.899& 31
Mean 6.112& 28.29 & 6.852& 10.43 & 15.49 & 25.65 & 339.8 & 354.9 & 72.15 & 50.20 & 21.01 & 7.686&
Median 5.223& 9.925& 6.474& 8.086& 14.02 & 23.00 & 103.0 & 127.5 & 56.94 & 43.45 & 15.14 & 7.454&
Maximum 12.31 & 123.1 & 8.898& 26.79 & 25.51 & 71.61 &2029 &2218 & 226.9 & 146.1 & 56.36 & 12.29 &
Minimum 4.672& 4.646& 4.725& 5.417& 10.10 & 17.80 & 45.90 & 71.63 & 43.63 & 16.80 & 11.33 & 4.899&
Total 189.5 & 820.5 & 212.4 & 312.9 & 480.1 & 769.4 &10535 &11003 & 2164 & 1556 & 630.4 & 238.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 79.00 & # ... Relative Uncertainty +/-15%
Ann. Median 18.48 & $ ... Relative Uncertainty +/-20%
Annual Total 28913 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2218 & 4.646&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.667& 391.9 & 5.252& 5.884& 6.534& 21.73 & 203.7 & 262.4 & 292.5 & 107.5 $ 39.60 & 10.73 & 1
2 4.726& 179.5 & 5.387& 5.722& 6.407& 20.06 & 232.9 & 230.4 & 244.0 & 101.4 & 33.36 & 10.08 & 2
3 4.703& 102.7 & 5.069& 5.596& 6.495& 19.60 & 176.2 $ 207.1 $ 223.0 & 104.3 $ 27.63 & 9.120& 3
4 4.494& 86.72 & 4.975& 5.643& 6.552& 17.34 & 119.3 $ 188.7 $ 199.2 $ 93.63 & 23.44 & 8.490& 4
5 4.289& 89.51 & 4.994& 5.600& 6.573& 17.05 & 90.09 & 171.6 $ 190.9 $ 81.31 & 20.39 & 7.983& 5
6 4.236& 63.28 & 5.292& 5.483& 6.428& 17.46 & 75.42 & 163.0 $ 182.3 $ 71.82 & 18.09 & 7.808& 6
7 4.065& 45.71 & 6.472& 5.458& 6.447& 16.28 & 67.13 & 179.9 $ 166.1 $ 63.72 & 16.80 & 7.349& 7
8 3.928& 33.66 & 6.984& 5.523& 6.490& 15.06 & 74.89 & 186.6 $ 153.6 $ 58.33 & 15.77 & 6.655& 8
9 3.810& 24.91 & 6.351& 5.596& 6.508& 14.79 & 130.0 & 213.5 & 144.5 $ 54.68 & 14.74 & 6.043& 9
10 3.713& 19.08 & 5.835& 5.622& 6.579& 14.35 & 295.1 & 196.9 $ 133.3 $ 51.67 & 13.76 & 5.802& 10
11 3.645& 15.00 & 5.466& 5.574& 6.646& 14.07 & 699.1 & 182.2 $ 139.9 $ 48.94 & 13.10 & 5.798& 11
12 3.685& 11.96 & 5.418& 5.355& 6.843& 14.36 & 693.2 & 185.4 $ 182.7 & 45.99 & 13.18 & 5.751& 12
13 3.685& 10.03 & 5.270& 5.338& 6.819& 14.24 & 423.2 & 208.8 & 249.2 & 44.44 & 12.96 & 5.546& 13
14 3.682& 8.855& 5.147& 5.134& 6.850& 14.56 & 264.2 & 199.6 $ 255.1 & 41.89 & 12.84 & 5.626& 14
15 3.604& 8.093& 5.591& 5.084& 6.875& 16.93 & 200.8 & 249.4 & 207.5 & 39.38 & 16.37 & 5.478& 15
16 3.523& 7.863& 5.770& 5.297& 6.954& 17.94 & 191.8 $ 576.9 & 186.0 & 36.61 & 16.13 & 5.438& 16
17 3.610& 7.067& 5.774& 5.656& 7.092& 16.80 & 174.9 $ 801.2 & 217.7 & 33.16 & 14.68 & 5.103& 17
18 3.720& 6.368& 5.928& 5.843& 7.156& 15.65 & 154.2 $ 540.2 & 251.4 & 30.74 & 15.57 & 4.869& 18
19 3.708& 5.902& 5.859& 6.073& 7.328& 17.80 & 159.9 $ 702.3 & 210.1 & 28.43 & 17.50 & 5.033& 19
20 3.739& 5.673& 5.687& 6.174& 7.557& 18.20 & 394.7 &2146 & 158.0 $ 26.00 & 18.73 & 5.079& 20
21 3.816& 5.420& 5.787& 6.265& 9.059& 20.75 &1264 &2254 # 137.6 $ 24.27 & 42.31 & 5.210& 21
22 3.898& 5.239& 5.613& 6.366& 12.16 & 29.26 &2669 #2400 # 144.1 $ 23.98 & 36.75 & 5.300& 22
23 3.982& 4.964& 5.672& 6.265& 13.13 & 30.64 &2199 &1762 & 146.9 $ 23.39 & 29.89 & 5.186& 23
24 3.948& 4.847& 5.789& 6.289& 16.70 & 31.05 &2117 &1360 & 145.7 $ 22.02 & 24.96 & 5.050& 24
25 3.963& 4.901& 5.811& 6.482& 39.71 & 32.78 &2185 &1002 & 134.9 $ 21.33 & 20.36 & 4.898& 25
26 4.075& 4.918& 5.999& 6.658& 51.55 & 59.95 &1310 & 736.3 & 113.3 $ 22.07 & 16.86 & 4.913& 26
27 4.247& 4.805& 6.042& 6.659& 49.74 & 69.09 & 725.9 & 560.9 & 97.30 & 24.21 & 14.26 & 5.062& 27
28 4.339& 4.906& 6.040& 6.654& 43.86 & 152.4 $ 525.7 & 451.9 & 86.94 & 32.97 & 13.01 & 5.028& 28
29 4.417& 5.927& 6.654& 36.76 & 190.4 & 421.0 & 435.7 & 82.60 & 45.49 & 12.31 & 4.955& 29
30 151.5 & 5.786& 6.637& 30.05 & 234.9 & 348.3 & 400.2 & 92.95 & 39.17 & 11.51 & 4.884& 30
31 225.5 & 5.870& 25.13 & 300.5 & 381.1 & 46.38 & 4.698& 31
Mean 15.90 & 41.56 & 5.705& 5.886& 14.94 & 39.52 & 609.2 & 630.2 & 172.3 & 48.04 & 19.89 & 6.096&
Median 3.948& 8.474& 5.774& 5.689& 6.954& 17.87 & 295.1 & 381.1 & 162.0 & 41.89 & 16.59 & 5.438&
Maximum 225.5 & 391.9 & 6.984& 6.659& 51.55 & 234.9 &2669 &2400 & 292.5 & 107.5 & 42.31 & 10.73 &
Minimum 3.523& 4.805& 4.975& 5.084& 6.407& 14.07 & 67.13 & 163.0 & 82.60 & 21.33 & 11.51 & 4.698&
Total 493.0 & 1164 & 176.9 & 176.6 & 463.0 & 1185 &18887 &19537 & 5169 & 1489 & 596.8 & 189.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 135.7 & # ... Relative Uncertainty +/-15%
Ann. Median 15.77 & $ ... Relative Uncertainty +/-20%
Annual Total 49526 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2669 & 3.523&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.495& 3.774& 3.693& 38.52 & 10.75 & 81.37 & 41.82 & 108.4 $ 73.10 & 21.56 & 9.391& 5.776& 1
2 4.455& 3.717& 3.638& 32.48 & 10.61 & 63.16 & 38.20 & 94.48 & 176.9 $ 21.04 & 9.324& 5.883& 2
3 4.444& 3.683& 3.658& 27.99 & 10.40 & 53.29 & 35.71 & 82.15 & 214.6 & 19.84 & 9.079& 5.742& 3
4 4.462& 3.627& 3.757& 24.08 & 10.13 & 46.79 & 33.82 & 72.70 & 170.3 $ 18.93 & 8.994& 5.537& 4
5 4.412& 3.574& 3.749& 22.04 & 9.955& 42.15 & 32.62 & 66.53 & 114.6 $ 18.28 & 8.969& 5.628& 5
6 4.560& 3.768& 3.716& 21.59 & 9.889& 38.47 & 31.72 & 62.42 & 90.17 & 17.41 & 8.785& 6.077& 6
7 4.589& 3.960& 3.823& 20.07 & 9.747& 35.81 & 31.06 & 59.45 & 80.83 & 16.26 & 8.517& 6.566& 7
8 4.590& 4.106& 3.765& 18.13 & 9.706& 34.22 & 32.96 & 56.86 & 75.79 & 16.06 & 8.322& 6.774& 8
9 4.531& 4.046& 3.823& 16.91 & 9.762& 32.40 & 43.69 & 54.60 & 120.6 & 15.54 & 8.248& 6.548& 9
10 4.505& 4.619& 3.826& 15.86 & 9.492& 30.76 & 330.6 & 52.14 & 117.9 $ 15.27 & 8.385& 6.356& 10
11 4.464& 4.703& 3.803& 14.88 & 9.158& 29.65 & 699.2 & 50.21 & 105.1 & 14.63 & 8.544& 6.257& 11
12 4.437& 4.772& 3.972& 14.35 & 9.491& 28.77 & 553.8 & 55.43 & 90.96 & 13.96 & 8.446& 6.431& 12
13 4.436& 4.557& 4.269& 13.93 & 12.60 & 27.89 & 447.0 & 117.5 & 79.42 & 13.76 & 8.280& 6.287& 13
14 4.311& 4.642& 4.425& 13.57 & 13.63 & 28.34 & 451.1 & 391.9 & 74.28 & 13.35 & 8.197& 6.125& 14
15 4.484& 4.666& 4.439& 13.23 & 13.20 & 32.20 & 348.6 & 462.1 & 65.44 & 12.24 & 8.107& 6.016& 15
16 4.350& 4.701& 4.484& 13.11 & 13.06 & 36.31 & 237.0 & 293.5 & 59.26 & 12.07 & 7.967& 5.772& 16
17 4.419& 4.640& 4.534& 12.86 & 13.42 & 73.47 & 180.4 $ 185.5 & 54.33 & 12.25 & 7.834& 5.568& 17
18 4.343& 4.533& 4.529& 12.34 & 13.50 & 85.68 & 160.3 $ 141.2 $ 48.99 & 11.98 & 7.623& 5.334& 18
19 4.224& 4.623& 4.709& 12.17 & 13.36 & 93.23 & 136.7 $ 123.1 $ 44.52 & 11.48 & 7.233& 5.203& 19
20 4.321& 4.630& 4.784& 12.03 & 13.08 & 70.89 & 121.3 $ 108.9 $ 40.67 & 11.47 & 6.989& 5.211& 20
21 4.329& 4.578& 7.384& 11.83 & 13.62 & 57.03 & 107.6 $ 101.4 & 37.80 & 11.60 & 7.047& 5.559& 21
22 4.223& 4.514& 299.7 & 11.76 & 17.45 & 49.19 & 98.23 & 94.07 & 34.89 & 11.45 & 7.242& 5.970& 22
23 4.075& 4.393& 703.7 & 11.47 & 251.4 & 48.49 & 93.97 & 87.72 & 32.48 & 11.19 & 7.200& 6.233& 23
24 4.080& 4.310& 879.6 & 11.26 & 127.6 & 47.31 & 88.98 & 84.75 & 30.58 & 11.01 & 6.996& 6.687& 24
25 4.308& 4.274& 747.7 & 10.99 & 81.30 & 69.47 & 83.18 & 78.51 & 29.31 & 11.28 & 6.660& 6.613& 25
26 4.276& 4.326& 335.2 & 10.88 & 72.66 & 69.13 & 78.89 & 73.56 & 27.80 & 11.31 & 6.482& 6.363& 26
27 4.102& 4.017& 169.3 & 10.79 & 71.50 & 77.48 & 75.81 & 67.58 & 26.41 & 11.17 & 6.102& 6.267& 27
28 4.011& 3.873& 105.8 & 10.68 & 81.33 & 65.02 & 75.25 & 62.79 & 25.46 & 11.26 & 5.789& 6.136& 28
29 3.881& 75.23 & 10.56 & 114.4 $ 53.59 & 81.89 & 58.83 & 24.39 & 10.96 & 5.595& 5.963& 29
30 3.918& 57.98 & 10.52 & 144.5 $ 46.64 & 95.27 & 56.17 & 23.27 & 10.17 & 5.511& 5.886& 30
31 3.815& 46.96 & 112.5 & 106.8 $ 58.59 & 9.441& 5.755& 31
Mean 4.318& 4.272& 113.2 & 16.03 & 42.36 & 51.61 & 160.4 & 111.7 & 73.00 & 13.81 & 7.729& 6.017&
Median 4.350& 4.359& 4.484& 13.17 & 13.20 & 47.90 & 93.97 & 78.51 & 62.35 & 12.24 & 8.037& 6.016&
Maximum 4.590& 4.772& 879.6 & 38.52 & 251.4 & 93.23 & 699.2 & 462.1 & 214.6 & 21.56 & 9.391& 6.774&
Minimum 3.815& 3.574& 3.638& 10.52 & 9.158& 27.89 & 31.06 & 50.21 & 23.27 & 9.441& 5.511& 5.203&
Total 133.8 & 119.6 &3510 & 480.9 &1313 &1548 &4974 &3463 &2190 & 428.2 & 231.9 & 186.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 50.90 & $ ... Relative Uncertainty +/-20%
Ann. Median 12.34 & & ... Relative Uncertainty +/-30%
Annual Total 18579 &
Maximum Minimum
Daily 879.6 & 3.574&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.655& 5.986& 24.21 & 5.153& 7.028& 114.2 & 635.5 & 775.4 & 116.2 $ 88.57 & 113.3 & 11.99 & 1
2 5.417& 5.976& 160.5 & 4.863& 7.117& 186.3 $ 393.9 & 757.1 & 114.0 $ 80.12 & 84.93 & 11.34 & 2
3 5.563& 5.908& 134.4 & 5.280& 7.192& 155.5 $ 380.7 &1025 & 136.8 $ 71.62 & 70.27 & 10.89 & 3
4 5.499& 6.019& 73.10 & 5.144& 7.249& 108.7 & 336.5 &1105 & 154.2 $ 64.58 & 60.37 & 10.62 & 4
5 5.522& 5.966& 50.51 & 5.112& 7.433& 87.90 & 287.2 & 856.2 & 155.1 $ 58.79 & 61.03 & 10.48 & 5
6 5.872& 5.742& 37.20 & 5.115& 7.449& 75.91 & 213.8 & 555.8 & 159.7 $ 54.21 & 64.33 & 20.99 & 6
7 5.897& 5.611& 26.97 & 5.265& 7.436& 63.16 & 155.1 $ 403.2 & 131.0 $ 50.75 & 60.16 & 23.00 & 7
8 5.786& 5.527& 21.18 & 5.282& 7.457& 52.37 & 120.6 $ 377.8 & 108.0 $ 48.52 & 60.06 & 42.46 & 8
9 5.608& 5.542& 20.53 & 5.271& 7.572& 45.01 & 101.3 & 350.3 & 95.22 & 47.42 & 65.28 & 55.51 & 9
10 5.470& 5.486& 17.37 & 5.482& 7.747& 39.12 & 89.14 & 318.3 & 85.45 & 44.34 & 69.65 & 49.75 & 10
11 5.246& 5.380& 14.32 & 5.879& 7.507& 34.72 & 85.33 & 287.7 & 77.67 & 51.38 & 54.02 & 38.21 & 11
12 5.032& 5.350& 12.07 & 5.810& 7.246& 31.25 & 174.9 & 248.5 & 71.65 & 170.1 & 50.19 & 33.01 & 12
13 4.959& 5.538& 10.24 & 5.788& 7.240& 28.55 & 722.4 & 208.3 & 68.09 & 244.6 & 48.87 & 28.01 & 13
14 4.957& 5.826& 9.350& 5.816& 7.239& 27.43 & 612.9 & 193.8 & 66.01 & 223.6 & 44.90 & 24.42 & 14
15 4.864& 5.930& 8.375& 5.863& 7.373& 26.64 & 421.0 & 287.9 & 63.02 & 138.2 $ 39.59 & 22.47 & 15
16 4.880& 6.139& 7.611& 5.798& 11.04 & 25.85 & 454.8 & 508.2 & 61.32 & 94.55 & 34.68 & 20.60 & 16
17 4.967& 191.2 & 7.170& 5.879& 48.74 & 25.37 & 465.2 & 700.0 & 59.77 & 74.47 & 30.82 & 18.32 & 17
18 5.167& 168.4 & 6.780& 6.046& 203.2 & 26.09 & 441.0 & 659.4 & 69.32 & 64.75 & 28.31 & 16.96 & 18
19 5.572& 73.25 & 6.509& 6.095& 164.9 & 27.24 & 329.8 & 555.9 & 210.1 & 57.93 & 25.26 & 15.82 & 19
20 5.707& 45.09 & 6.242& 5.967& 99.93 & 26.69 & 254.4 & 527.5 & 228.0 & 56.92 & 22.82 & 14.60 & 20
21 5.625& 334.4 & 6.244& 6.013& 103.8 & 26.59 & 237.1 & 502.4 & 264.4 & 54.91 & 21.16 & 13.59 & 21
22 5.427& 230.4 & 6.141& 6.146& 103.8 & 26.56 & 264.3 & 407.3 & 202.5 & 50.08 & 19.54 & 12.66 & 22
23 5.629& 142.5 $ 6.070& 6.232& 69.19 & 26.26 & 321.1 & 412.4 & 160.7 $ 48.70 & 17.93 & 11.77 & 23
24 5.724& 91.86 & 6.578& 6.437& 56.94 & 26.50 & 405.6 & 392.2 & 134.8 $ 46.54 & 16.41 & 10.86 & 24
25 5.647& 65.40 & 6.504& 6.544& 50.78 & 29.08 & 357.9 & 362.3 & 119.7 $ 49.92 & 15.91 & 9.955& 25
26 5.821& 49.01 & 6.955& 6.494& 45.57 & 37.36 & 265.2 & 258.8 & 105.5 & 55.80 & 15.44 & 9.340& 26
27 5.880& 37.56 & 7.180& 6.717& 38.40 & 63.73 & 216.2 & 197.5 & 97.96 & 91.34 & 14.14 & 8.859& 27
28 5.964& 30.72 & 6.621& 7.043& 32.42 & 79.13 & 219.7 & 163.2 $ 99.03 & 229.8 & 13.34 & 8.523& 28
29 6.125& 6.042& 6.934& 28.53 & 266.4 & 459.0 & 141.3 $ 100.8 & 310.8 & 13.11 & 8.315& 29
30 6.295& 5.629& 6.899& 33.59 & 483.5 & 857.0 & 130.4 $ 95.42 & 238.9 & 12.64 & 8.227& 30
31 6.306& 5.356& 34.35 & 927.7 & 123.9 $ 174.6 $ 8.421& 31
Mean 5.551& 55.42 & 23.35 & 5.879& 39.85 & 75.77 & 361.5 & 444.9 & 120.4 & 101.2 & 41.62 & 19.03 &
Median 5.608& 6.002& 7.611& 5.871& 11.04 & 36.04 & 329.8 & 392.2 & 106.8 & 64.58 & 37.13 & 13.59 &
Maximum 6.306& 334.4 & 160.5 & 7.043& 203.2 & 483.5 & 927.7 &1105 & 264.4 & 310.8 & 113.3 & 55.51 &
Minimum 4.864& 5.350& 5.356& 4.863& 7.028& 25.37 & 85.33 & 123.9 & 59.77 & 44.34 & 12.64 & 8.227&
Total 172.1 & 1552 & 723.9 & 176.4 & 1235 & 2273 &11206 &13793 & 3611 & 3137 & 1248 & 590.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 108.8 & $ ... Relative Uncertainty +/-20%
Ann. Median 37.36 & & ... Relative Uncertainty +/-30%
Annual Total 39719 &
Maximum Minimum
Daily 1105 & 4.863&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.506& 24.21 & 6.711& 6.989& 10.80 & 11.41 & 66.59 & 41.33 & 57.75 & 61.13 & 11.61 & 15.63 & 1
2 8.539& 24.00 & 6.696& 7.026& 11.36 & 11.61 & 63.95 & 134.9 & 57.49 & 60.86 & 11.75 & 15.05 & 2
3 8.153& 36.38 & 6.667& 7.278& 12.84 & 11.35 & 60.97 & 249.7 & 56.45 & 53.24 & 12.02 & 15.21 & 3
4 7.353& 250.5 & 6.559& 7.953& 15.77 & 11.69 & 57.83 & 275.3 & 59.81 & 45.74 & 14.44 & 14.04 & 4
5 7.010& 136.7 $ 6.632& 8.483& 17.41 & 13.60 & 54.07 & 207.0 & 120.4 & 40.63 & 16.53 & 13.49 & 5
6 7.115& 85.10 & 6.553& 8.245& 15.54 & 14.16 & 50.81 & 157.7 $ 224.9 & 36.99 & 16.20 & 13.35 & 6
7 7.288& 69.40 & 6.457& 8.101& 14.78 & 23.66 & 49.55 & 142.6 $ 267.1 & 34.28 & 17.14 & 12.96 & 7
8 7.312& 53.91 & 6.555& 8.196& 15.13 & 155.4 & 48.07 & 215.1 & 193.5 & 31.40 & 22.30 & 12.58 & 8
9 7.172& 41.45 & 6.498& 8.541& 14.54 & 195.1 & 45.60 & 190.5 $ 127.0 $ 28.33 & 22.94 & 12.51 & 9
10 6.936& 33.74 & 6.443& 8.538& 14.86 & 188.1 & 46.96 & 185.2 $ 96.61 & 25.77 & 21.09 & 12.52 & 10
11 6.657& 27.83 & 6.314& 8.481& 14.91 & 154.2 $ 47.98 & 150.9 $ 80.91 & 24.06 & 19.63 & 12.26 & 11
12 6.589& 23.23 & 6.219& 8.331& 15.01 & 160.2 & 60.53 & 120.5 $ 69.97 & 22.60 & 17.55 & 13.00 & 12
13 6.569& 20.06 & 6.248& 8.349& 14.37 & 321.3 & 66.56 & 108.3 $ 63.70 & 21.74 & 15.83 & 13.88 & 13
14 6.603& 17.44 & 6.048& 8.265& 13.65 & 273.6 & 78.74 & 134.4 $ 57.98 & 20.76 & 14.84 & 15.11 & 14
15 6.509& 15.31 & 5.874& 8.161& 13.02 & 359.4 & 77.38 & 151.5 $ 53.33 & 20.12 & 13.36 & 14.83 & 15
16 6.365& 13.45 & 5.730& 8.081& 12.81 & 356.9 & 65.99 & 175.1 $ 49.56 & 19.28 & 12.27 & 13.67 & 16
17 6.245& 12.02 & 5.720& 8.072& 12.47 & 283.1 & 58.58 & 130.5 $ 46.46 & 18.26 & 11.65 & 13.16 & 17
18 6.230& 11.19 & 5.861& 8.077& 12.46 & 183.2 & 54.39 & 102.9 & 47.67 & 18.50 & 11.48 & 14.27 & 18
19 6.301& 10.53 & 6.006& 8.292& 12.47 & 131.8 $ 53.12 & 89.13 & 44.30 & 18.33 & 11.52 & 14.77 & 19
20 60.87 & 9.906& 6.016& 8.308& 12.28 & 111.2 $ 50.98 & 80.70 & 46.45 & 17.66 & 10.98 & 13.58 & 20
21 464.4 & 9.510& 5.981& 8.303& 12.14 & 120.3 $ 49.38 & 76.85 & 48.83 & 17.02 & 10.46 & 12.88 & 21
22 535.4 & 9.181& 5.864& 8.361& 12.04 & 172.8 $ 49.38 & 74.38 & 54.99 & 16.48 & 10.31 & 12.65 & 22
23 177.5 & 8.770& 5.724& 8.438& 11.72 & 214.6 & 47.14 & 88.98 & 62.72 & 15.93 & 10.33 & 12.18 & 23
24 201.7 & 8.287& 5.792& 8.482& 11.19 & 180.3 $ 44.80 & 87.38 & 58.15 & 15.47 & 10.38 & 11.42 & 24
25 136.0 $ 7.889& 6.150& 8.492& 10.88 & 129.1 $ 42.54 & 94.34 & 56.52 & 14.92 & 10.25 & 10.54 & 25
26 91.90 & 7.659& 6.570& 8.498& 10.88 & 100.1 & 41.59 & 86.92 & 55.95 & 14.38 & 10.08 & 9.966& 26
27 69.98 & 7.454& 6.815& 8.494& 10.73 & 86.22 & 40.40 & 74.85 & 59.02 & 13.90 & 10.16 & 9.599& 27
28 55.59 & 7.299& 6.912& 8.607& 10.71 & 78.68 & 39.65 & 66.65 & 57.13 & 13.47 & 11.51 & 9.050& 28
29 42.44 & 6.971& 6.982& 9.608& 10.69 & 74.43 & 38.93 & 61.05 & 65.23 & 13.30 & 13.76 & 8.716& 29
30 34.94 & 6.998& 10.17 & 10.55 & 70.04 & 38.06 & 59.80 & 63.14 & 12.82 & 15.25 & 8.378& 30
31 28.88 & 6.876& 10.92 & 38.66 & 58.98 & 12.08 & 8.478& 31
Mean 65.58 & 34.12 & 6.338& 8.307& 12.87 & 139.9 & 52.55 & 125.0 & 80.10 & 25.14 & 13.92 & 12.57 &
Median 7.353& 15.31 & 6.443& 8.320& 12.47 & 130.4 & 49.55 & 108.3 & 58.07 & 19.28 & 12.15 & 12.96 &
Maximum 535.4 & 250.5 & 6.998& 10.17 & 17.41 & 359.4 & 78.74 & 275.3 & 267.1 & 61.13 & 22.94 & 15.63 &
Minimum 6.230& 6.971& 5.720& 6.989& 10.55 & 11.35 & 38.06 & 41.33 & 44.30 & 12.08 & 10.08 & 8.378&
Total 2033 & 989.4 & 196.5 & 249.2 & 399.0 &4197 &1629 &3874 &2403 & 779.5 & 417.6 & 389.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 47.97 & $ ... Relative Uncertainty +/-20%
Ann. Median 15.12 & & ... Relative Uncertainty +/-30%
Annual Total 17557 &
Maximum Minimum
Daily 535.4 & 5.720&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.401& 8.307& 5.517& 39.12 & 12.11 & 47.00 & 25.80 & 142.7 $ 274.0 & 93.42 & 22.18 & 10.78 & 1
2 8.404& 7.632& 5.510& 32.00 & 12.66 & 50.92 & 24.85 & 110.4 $ 220.0 & 87.14 & 20.49 & 10.82 & 2
3 8.478& 6.977& 5.652& 26.36 & 12.77 & 60.02 & 25.36 & 93.54 & 189.6 $ 79.51 & 18.25 & 10.39 & 3
4 8.356& 6.811& 5.836& 22.61 & 12.90 & 66.94 & 26.19 & 83.17 & 165.2 $ 73.32 & 17.99 & 9.849& 4
5 8.156& 6.817& 5.924& 19.62 & 13.12 & 57.25 & 25.68 & 78.19 & 162.9 $ 67.81 & 17.83 & 9.175& 5
6 8.078& 6.706& 6.182& 17.30 & 14.60 & 48.41 & 25.10 & 76.89 & 162.7 $ 62.95 & 17.16 & 9.112& 6
7 12.30 & 6.525& 6.233& 15.26 & 16.61 & 42.69 & 24.50 & 84.36 & 168.3 $ 59.21 & 15.65 & 9.229& 7
8 85.20 & 6.668& 6.234& 13.79 & 20.67 & 38.48 & 24.15 & 116.0 $ 142.9 $ 56.18 & 14.49 & 9.247& 8
9 49.05 & 6.593& 6.396& 12.83 & 25.21 & 35.99 & 23.26 & 371.8 & 135.6 $ 54.79 & 14.20 & 8.800& 9
10 31.12 & 6.313& 6.372& 12.15 & 81.61 & 34.28 & 23.19 & 513.2 & 191.9 $ 53.08 & 13.35 & 8.435& 10
11 21.05 & 6.262& 6.470& 11.52 & 85.00 & 32.10 & 24.80 & 536.7 & 190.2 $ 63.13 & 13.06 & 8.136& 11
12 15.44 & 6.198& 6.365& 11.68 & 105.4 & 30.91 & 26.44 & 348.7 & 200.8 $ 67.39 & 13.29 & 8.015& 12
13 12.26 & 6.099& 6.685& 12.64 & 105.7 & 31.28 & 38.34 & 225.8 & 208.3 & 62.93 & 13.10 & 7.483& 13
14 17.92 & 6.104& 10.81 & 12.64 & 85.43 & 31.00 & 50.53 & 178.1 $ 275.8 & 71.96 & 12.24 & 7.226& 14
15 118.7 & 6.084& 11.54 & 12.53 & 68.53 & 29.44 & 42.86 & 158.9 $ 351.8 & 65.42 & 11.38 & 6.874& 15
16 290.4 & 6.100& 10.79 & 13.43 & 55.75 & 28.35 & 39.65 & 139.4 $ 382.2 & 57.08 & 10.84 & 6.634& 16
17 364.6 & 6.017& 42.13 & 14.16 & 47.48 & 27.82 & 44.32 & 139.9 $ 407.2 & 50.06 & 10.85 & 6.753& 17
18 185.4 & 5.791& 34.55 & 14.40 & 41.43 & 30.82 & 66.04 & 134.5 $ 440.0 & 45.56 & 10.76 & 7.037& 18
19 110.8 & 5.644& 25.37 & 14.48 & 38.23 & 45.53 & 73.12 & 132.8 $ 379.4 & 43.37 & 9.736& 7.130& 19
20 77.15 & 5.546& 19.26 & 14.36 & 37.73 & 38.64 & 78.29 & 123.9 $ 287.0 & 42.69 & 9.200& 6.997& 20
21 57.79 & 5.580& 19.57 & 13.69 & 34.91 & 33.46 & 86.13 & 110.1 $ 220.2 & 40.08 & 9.384& 6.329& 21
22 44.41 & 5.619& 23.42 & 13.28 & 35.10 & 30.20 & 71.77 & 97.60 & 180.9 $ 40.33 & 9.816& 6.221& 22
23 34.73 & 5.669& 20.32 & 12.81 & 37.03 & 28.04 & 59.41 & 88.09 & 221.1 & 41.55 & 10.01 & 6.154& 23
24 27.36 & 5.682& 17.09 & 12.75 & 34.57 & 27.13 & 52.20 & 81.23 & 241.3 & 37.93 & 10.13 & 6.194& 24
25 21.75 & 5.696& 14.97 & 12.83 & 33.81 & 27.75 & 46.63 & 75.38 & 235.9 & 34.87 & 9.827& 6.424& 25
26 17.81 & 5.831& 18.06 & 12.85 & 34.51 & 26.99 & 51.89 & 73.99 & 210.6 & 32.79 & 9.544& 6.482& 26
27 15.12 & 5.783& 15.81 & 12.75 & 33.66 & 26.41 & 60.48 & 75.53 & 165.6 $ 30.05 & 9.382& 6.458& 27
28 12.88 & 5.609& 15.92 & 12.61 & 32.84 & 27.71 & 176.2 & 88.90 & 134.7 $ 27.47 & 9.524& 6.506& 28
29 11.43 & 30.97 & 12.41 & 32.38 & 28.40 & 283.3 & 194.2 & 115.2 $ 26.26 & 9.900& 6.525& 29
30 10.34 & 26.31 & 12.36 & 34.85 & 27.41 & 291.5 & 278.9 & 103.0 & 25.16 & 10.40 & 6.567& 30
31 9.371& 26.21 & 35.21 & 209.6 & 286.0 & 23.37 & 6.470& 31
Mean 54.98 & 6.238& 14.92 & 15.71 & 41.03 & 36.38 & 68.44 & 169.0 & 225.5 & 52.16 & 12.80 & 7.692&
Median 17.92 & 6.099& 11.54 & 13.06 & 34.85 & 31.14 & 44.32 & 123.9 & 204.6 & 53.08 & 11.11 & 7.037&
Maximum 364.6 & 8.307& 42.13 & 39.12 & 105.7 & 66.94 & 291.5 & 536.7 & 440.0 & 93.42 & 22.18 & 10.82 &
Minimum 8.078& 5.546& 5.510& 11.52 & 12.11 & 26.41 & 23.19 & 73.99 & 103.0 & 23.37 & 9.200& 6.154&
Total 1704 & 174.7 & 462.5 & 471.2 &1272 &1091 &2122 &5239 &6764 &1617 & 384.0 & 238.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 59.01 & $ ... Relative Uncertainty +/-20%
Ann. Median 26.21 & & ... Relative Uncertainty +/-30%
Annual Total 21540 &
Maximum Minimum
Daily 536.7 & 5.510&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.058& 5.585& 4.364& 6.595& 35.66 & 62.52 & 53.39 & 135.7 & 89.88 & 44.59 & 17.05 & 17.70 & 1
2 4.955& 5.554& 4.506& 6.560& 27.39 & 56.25 & 52.32 & 120.1 & 79.22 & 42.43 & 15.99 & 14.34 & 2
3 4.908& 5.507& 4.641& 6.440& 22.28 & 50.67 & 51.56 & 108.1 & 79.44 & 39.96 & 15.31 & 12.09 & 3
4 4.829& 5.506& 4.753& 6.449& 21.57 & 45.41 & 76.01 & 98.29 & 76.48 & 36.78 & 13.98 & 10.57 & 4
5 4.886& 5.326& 4.687& 6.553& 23.17 & 40.89 & 75.27 & 89.80 & 67.91 & 35.31 & 13.10 & 9.649& 5
6 4.870& 5.365& 4.791& 6.394& 21.53 & 37.51 & 99.35 & 83.17 & 63.13 & 33.19 & 12.61 & 9.120& 6
7 4.971& 5.231& 5.043& 6.524& 22.00 & 34.88 & 143.1 & 78.90 & 63.29 & 31.66 & 12.52 & 8.595& 7
8 5.116& 5.116& 5.257& 6.607& 29.63 & 32.80 & 316.2 & 76.13 & 77.85 & 31.98 & 11.99 & 8.349& 8
9 5.173& 4.998& 5.177& 6.632& 156.2 & 31.29 & 423.8 # 77.24 & 157.8 & 31.14 & 11.53 & 8.087& 9
10 5.086& 4.979& 5.169& 6.578& 89.07 & 31.38 & 372.6 # 77.43 & 224.3 & 28.66 & 11.09 & 7.725& 10
11 4.897& 4.906& 5.205& 6.423& 108.2 & 29.94 & 274.0 & 76.43 & 225.9 & 26.83 & 11.03 & 7.369& 11
12 4.734& 4.905& 5.438& 6.394& 96.48 & 33.01 & 178.6 & 75.68 & 162.5 & 25.20 & 10.94 & 7.041& 12
13 4.774& 4.932& 7.187& 6.391& 71.69 & 38.68 & 130.2 & 72.49 & 114.6 & 23.83 & 10.56 & 7.062& 13
14 4.712& 4.993& 6.587& 6.414& 56.29 & 33.99 & 111.7 & 67.80 & 88.91 & 22.51 & 10.06 & 6.855& 14
15 4.730& 5.123& 5.984& 6.470& 45.86 & 31.98 & 150.8 & 63.84 & 74.23 & 21.64 & 9.637& 6.620& 15
16 4.788& 5.074& 5.815& 6.425& 38.52 & 32.64 & 162.2 & 59.92 & 64.50 & 21.06 & 9.502& 6.526& 16
17 4.668& 5.034& 5.929& 6.503& 33.30 & 35.67 & 204.4 & 57.13 & 57.96 & 19.99 & 9.507& 6.543& 17
18 4.538& 4.978& 5.922& 6.389& 29.78 & 40.24 & 191.9 & 62.96 & 52.56 & 19.13 & 9.386& 6.453& 18
19 4.630& 4.938& 5.849& 6.587& 27.20 & 77.11 & 144.3 & 117.6 & 48.03 & 18.13 & 9.295& 6.289& 19
20 4.645& 5.025& 5.883& 6.761& 25.25 & 113.9 & 121.5 & 152.0 & 44.14 & 27.97 & 9.270& 6.300& 20
21 4.526& 4.892& 5.984& 6.810& 23.70 & 169.1 & 118.8 & 165.8 & 42.42 & 64.54 & 9.490& 6.331& 21
22 4.479& 4.741& 5.939& 6.808& 22.58 & 152.6 & 136.6 & 171.4 & 42.72 & 49.44 & 9.504& 6.215& 22
23 4.224& 4.670& 5.769& 6.885& 29.61 & 148.5 & 342.6 & 144.6 & 46.76 & 39.35 & 9.525& 5.991& 23
24 4.137& 4.691& 5.688& 7.039& 109.8 & 141.1 & 392.9 & 116.6 & 58.09 & 34.65 & 9.240& 5.771& 24
25 3.916& 4.677& 5.764& 7.709& 122.5 & 132.2 & 407.1 & 103.6 & 49.31 & 35.73 & 8.917& 5.512& 25
26 3.909& 4.475& 5.787& 9.052& 134.8 & 106.8 & 302.6 & 91.36 & 46.91 & 34.54 & 8.971& 5.320& 26
27 4.045& 4.432& 5.899& 14.25 & 142.7 & 84.06 & 239.0 & 78.99 & 47.71 & 29.65 & 10.12 & 5.345& 27
28 4.069& 4.285& 6.019& 163.6 & 110.5 & 70.39 & 216.3 & 70.25 & 45.76 & 25.71 & 10.50 & 5.238& 28
29 4.205& 6.243& 80.85 & 101.1 & 62.14 & 190.8 & 64.61 & 46.52 & 23.18 & 12.95 & 5.128& 29
30 4.992& 6.544& 49.91 & 84.21 & 57.22 & 181.9 & 64.44 & 49.49 & 20.94 & 21.00 & 4.962& 30
31 5.593& 6.537& 69.94 & 156.6 & 84.38 & 18.83 & 4.993& 31
Mean 4.679& 4.998& 5.624& 16.10 & 62.34 & 67.16 & 194.1 & 93.76 & 79.61 & 30.92 & 11.49 & 7.551&
Median 4.734& 4.986& 5.787& 6.583& 38.52 & 48.04 & 162.2 & 78.99 & 63.21 & 29.65 & 10.53 & 6.543&
Maximum 5.593& 5.585& 7.187& 163.6 & 156.2 & 169.1 & 423.8 & 171.4 & 225.9 & 64.54 & 21.00 & 17.70 &
Minimum 3.909& 4.285& 4.364& 6.389& 21.53 & 29.94 & 51.56 & 57.13 & 42.42 & 18.13 & 8.917& 4.962&
Total 145.1 & 139.9 & 174.4 & 483.0 &1932 &2015 &6019 &2907 &2388 & 958.5 & 344.6 & 234.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.60 & # ... Relative Uncertainty +/-15%
Ann. Median 21.00 & & ... Relative Uncertainty +/-30%
Annual Total 17740 &
Maximum Minimum
Daily 423.8 & 3.909&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.076& 5.272& 5.393& 8.186& 9.128& 17.56 & 32.56 & 913.4 # 227.5 & 36.70 & 13.00 & 7.466& 1
2 5.098& 6.818& 5.410& 8.828& 8.934& 17.20 & 30.45 &2972 & 211.9 & 34.88 & 13.83 & 7.054& 2
3 5.140& 6.780& 5.401& 9.732& 9.224& 16.82 & 28.85 &2782 & 187.5 & 33.48 & 13.45 & 6.999& 3
4 5.082& 7.466& 5.305& 15.14 & 9.932& 16.48 & 27.65 &2578 # 166.2 & 32.06 & 12.84 & 6.859& 4
5 5.420& 15.78 & 5.235& 14.27 & 9.691& 16.03 & 27.13 &2395 # 151.1 & 31.17 & 12.44 & 7.067& 5
6 5.510& 24.49 & 5.335& 12.44 & 9.587& 16.27 & 27.14 &1121 # 138.8 & 29.24 & 12.82 & 7.237& 6
7 5.340& 18.83 & 5.335& 12.06 & 9.505& 16.34 & 27.48 & 651.4 # 121.2 & 27.99 & 13.15 & 7.746& 7
8 5.064& 14.32 & 5.306& 12.03 & 9.595& 16.20 & 27.57 & 451.2 # 109.9 & 27.46 & 13.28 & 7.764& 8
9 4.827& 11.69 & 5.235& 13.78 & 9.595& 15.57 & 26.45 & 388.9 # 100.7 & 26.46 & 12.83 & 7.782& 9
10 4.536& 10.16 & 5.187& 15.17 & 9.374& 15.50 & 29.11 & 372.9 # 93.64 & 25.15 & 12.42 & 7.781& 10
11 4.368& 8.959& 5.202& 20.83 & 9.151& 15.47 & 30.70 & 399.2 # 87.94 & 23.55 & 42.58 & 7.434& 11
12 4.284& 8.272& 5.688& 24.26 & 9.039& 15.35 & 28.61 & 320.7 # 87.64 & 21.80 & 54.37 & 7.220& 12
13 4.329& 8.597& 5.843& 21.71 & 9.129& 14.85 & 27.64 & 254.2 & 93.51 & 20.61 & 43.08 & 7.075& 13
14 4.615& 8.726& 6.778& 21.13 & 9.164& 14.91 & 26.51 & 247.9 & 108.7 & 19.68 & 33.28 & 6.934& 14
15 4.764& 8.276& 6.936& 21.56 & 9.215& 14.72 & 25.35 & 255.1 & 101.8 & 18.79 & 26.80 & 6.801& 15
16 5.024& 8.020& 6.915& 23.15 & 9.530& 14.20 & 24.17 & 209.4 & 98.20 & 17.54 & 21.43 & 6.742& 16
17 5.051& 7.679& 7.233& 20.66 & 12.37 & 14.10 & 22.88 & 183.2 & 93.27 & 16.72 & 17.48 & 6.723& 17
18 4.744& 7.496& 7.909& 18.14 & 14.99 & 14.65 & 21.68 & 178.5 & 82.77 & 16.84 & 15.26 & 6.819& 18
19 4.756& 7.115& 9.852& 15.79 & 14.09 & 15.06 & 20.48 & 187.9 & 73.90 & 16.89 & 13.79 & 6.710& 19
20 4.767& 6.769& 10.06 & 14.05 & 17.13 & 15.99 & 20.55 & 226.3 & 67.29 & 16.83 & 12.57 & 6.454& 20
21 4.760& 6.540& 9.480& 12.69 & 31.69 & 21.45 & 20.88 & 303.1 # 62.20 & 16.24 & 11.07 & 6.292& 21
22 4.838& 6.257& 9.102& 11.68 & 31.02 & 25.20 & 20.54 & 572.7 # 58.07 & 16.23 & 9.932& 6.213& 22
23 4.744& 5.813& 8.279& 10.98 & 53.68 & 62.07 & 24.32 & 955.1 # 54.46 & 16.09 & 9.453& 6.043& 23
24 4.691& 5.747& 7.659& 10.15 & 45.09 & 80.04 & 27.35 & 928.1 # 51.23 & 15.61 & 9.264& 5.763& 24
25 4.772& 5.782& 7.385& 9.424& 36.79 & 99.85 & 26.71 & 657.1 # 48.15 & 14.79 & 8.977& 5.601& 25
26 4.677& 5.668& 7.241& 8.903& 31.15 & 80.74 & 26.86 & 489.5 # 45.87 & 14.01 & 8.271& 5.356& 26
27 4.617& 5.646& 7.713& 8.829& 27.24 & 62.46 & 27.72 & 436.4 # 43.43 & 13.55 & 7.907& 5.337& 27
28 4.515& 5.577& 7.706& 8.749& 23.92 & 50.28 & 32.50 & 379.9 # 41.85 & 13.53 & 7.660& 5.167& 28
29 4.735& 7.463& 8.957& 21.54 & 42.17 & 33.88 & 326.8 # 40.12 & 13.42 & 7.593& 5.112& 29
30 4.587& 7.313& 9.143& 20.10 & 36.60 & 67.55 & 278.8 # 38.32 & 13.21 & 7.679& 5.125& 30
31 4.710& 7.624& 18.82 & 145.0 & 244.3 & 13.37 & 5.115& 31
Mean 4.821& 8.876& 6.856& 14.08 & 17.72 & 29.14 & 31.82 & 731.0 & 96.24 & 21.09 & 16.62 & 6.574&
Median 4.760& 7.481& 6.936& 12.57 & 9.932& 16.31 & 27.35 & 388.9 & 90.60 & 17.54 & 12.83 & 6.801&
Maximum 5.510& 24.49 & 10.06 & 24.26 & 53.68 & 99.85 & 145.0 &2972 & 227.5 & 36.70 & 54.37 & 7.782&
Minimum 4.284& 5.272& 5.187& 8.186& 8.934& 14.10 & 20.48 & 178.5 & 38.32 & 13.21 & 7.593& 5.112&
Total 149.4 & 248.5 & 212.5 & 422.4 & 549.4 & 874.1 & 986.3 &22660 & 2887 & 653.9 & 498.5 & 203.8 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 83.14 & # ... Relative Uncertainty +/-15%
Ann. Median 14.20 & & ... Relative Uncertainty +/-30%
Annual Total 30346 &
Maximum Minimum
Daily 2972 & 4.284&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.046& 13.13 & 6.250& 94.76 & 115.8 & 80.54 & 461.7 # 241.1 & 601.0 # 111.3 & 32.28 & 13.18 & 1
2 5.081& 26.96 & 6.260& 73.66 & 91.06 & 74.84 & 386.9 # 227.6 & 547.6 # 116.4 & 31.61 & 12.93 & 2
3 5.171& 34.67 & 6.107& 61.00 & 78.10 & 70.24 & 267.0 & 209.0 & 424.8 # 126.9 & 30.77 & 13.07 & 3
4 5.215& 112.3 & 6.079& 51.93 & 100.5 & 65.03 & 189.3 & 197.3 & 366.1 # 113.1 & 29.58 & 13.46 & 4
5 5.333& 88.15 & 6.134& 44.57 & 92.20 & 60.80 & 154.3 & 226.2 & 307.7 # 106.9 & 27.91 & 13.27 & 5
6 5.530& 64.18 & 6.262& 38.90 & 82.71 & 58.49 & 136.6 & 269.6 # 258.8 & 103.1 & 26.75 & 13.22 & 6
7 5.674& 47.82 & 5.852& 34.70 & 76.54 & 64.47 & 127.3 & 294.8 # 228.4 & 97.69 & 25.12 & 13.27 & 7
8 5.820& 36.19 & 5.749& 31.35 & 70.82 & 110.8 & 126.2 & 336.7 # 228.5 & 91.49 & 23.87 & 13.18 & 8
9 9.004& 27.23 & 5.733& 30.38 & 79.55 & 157.5 & 219.3 & 396.4 # 212.4 & 88.03 & 23.46 & 12.66 & 9
10 112.7 & 21.30 & 5.973& 28.32 & 76.54 & 179.6 & 706.8 # 410.7 # 191.8 & 101.2 & 22.72 & 12.27 & 10
11 55.53 & 16.71 & 6.078& 29.49 & 79.49 & 154.7 &1440 # 348.7 # 177.3 & 91.35 & 22.11 & 12.47 & 11
12 36.57 & 13.30 & 6.042& 32.66 & 71.98 & 120.4 &1372 # 286.0 # 160.6 & 84.66 & 21.78 & 12.48 & 12
13 26.03 & 10.89 & 5.961& 36.85 & 62.32 & 117.4 & 862.4 # 230.8 & 147.8 & 79.95 & 21.50 & 12.57 & 13
14 18.27 & 9.175& 5.606& 102.0 & 55.47 & 270.0 & 500.1 # 194.5 & 140.7 & 76.88 & 21.02 & 12.96 & 14
15 13.62 & 8.005& 5.550& 109.1 & 50.15 & 411.6 # 353.3 # 173.7 & 132.1 & 69.97 & 20.60 & 13.22 & 15
16 11.21 & 7.318& 5.957& 90.52 & 46.63 & 368.3 # 290.5 # 166.5 & 127.6 & 64.03 & 20.95 & 13.14 & 16
17 9.634& 6.941& 5.844& 72.72 & 43.17 & 253.3 &1071 # 180.8 & 124.5 & 60.02 & 20.58 & 12.74 & 17
18 8.962& 6.634& 5.732& 61.26 & 41.15 & 176.8 &2677 # 462.5 & 118.8 & 55.98 & 19.77 & 12.54 & 18
19 9.474& 6.711& 5.932& 60.93 & 39.46 & 143.9 &1895 # 692.7 # 119.3 & 52.29 & 19.33 & 12.49 & 19
20 9.208& 6.344& 6.196& 102.1 & 38.41 & 142.9 &1120 # 665.0 # 169.5 & 50.23 & 19.40 & 12.11 & 20
21 9.431& 6.065& 6.419& 92.36 & 41.22 & 215.6 & 684.9 # 480.4 # 155.3 & 47.47 & 18.49 & 11.91 & 21
22 8.976& 5.918& 6.577& 94.86 & 69.89 & 204.8 & 651.9 # 342.9 # 148.4 & 45.38 & 18.14 & 11.96 & 22
23 8.656& 5.835& 6.636& 82.60 & 150.5 & 214.3 & 601.5 # 293.0 # 148.1 & 43.82 & 18.25 & 11.85 & 23
24 8.679& 5.723& 6.572& 64.88 & 169.1 & 198.6 & 546.2 # 251.4 & 141.3 & 41.85 & 17.94 & 11.52 & 24
25 17.33 & 5.986& 8.604& 53.94 & 233.6 & 164.1 & 455.6 # 221.0 & 128.1 & 39.88 & 16.12 & 11.60 & 25
26 33.12 & 6.152& 294.8 & 52.23 & 200.1 & 141.4 & 373.2 # 192.6 & 117.7 & 38.13 & 15.57 & 11.36 & 26
27 27.87 & 6.127& 931.4 # 176.5 & 164.2 & 131.8 & 320.1 # 217.2 & 111.9 & 36.83 & 15.26 & 10.54 & 27
28 22.77 & 6.078& 470.6 # 272.9 & 156.2 & 122.5 & 285.6 # 905.1 # 111.6 & 35.73 & 14.81 & 10.52 & 28
29 19.06 & 6.087& 257.0 & 199.9 & 125.7 & 192.6 & 265.7 #1179 # 124.3 & 34.91 & 14.16 & 10.50 & 29
30 16.75 & 180.6 & 157.8 & 104.2 & 477.4 # 253.6 # 945.6 # 112.9 & 33.83 & 13.52 & 10.77 & 30
31 15.40 & 126.5 & 89.90 & 240.4 & 604.3 # 32.63 & 10.84 & 31
Mean 17.78 & 21.31 & 77.90 & 81.18 & 93.44 & 171.5 & 614.1 & 382.0 & 202.8 & 70.06 & 21.45 & 12.28 &
Median 9.474& 8.005& 6.134& 63.07 & 79.49 & 149.3 & 386.9 & 286.0 & 148.3 & 64.03 & 20.78 & 12.49 &
Maximum 112.7 & 112.3 & 931.4 & 272.9 & 233.6 & 477.4 &2677 &1179 & 601.0 & 126.9 & 32.28 & 13.46 &
Minimum 5.046& 5.723& 5.550& 28.32 & 38.41 & 58.49 & 126.2 & 166.5 & 111.6 & 32.63 & 13.52 & 10.50 &
Total 551.1 & 617.9 & 2415 & 2435 & 2897 & 5145 &19036 &11843 & 6085 & 2172 & 643.4 & 380.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 148.1 & # ... Relative Uncertainty +/-15%
Ann. Median 63.18 & & ... Relative Uncertainty +/-30%
Annual Total 54220 &
Maximum Minimum
Daily 2677 & 5.046&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 10.77 & 685.7 # 49.02 & 17.78 & 15.44 & 24.04 & 46.44 & 336.8 & 152.9 & 144.3 & 42.12 & 20.33 & 1
2 10.65 & 421.5 # 44.27 & 16.98 & 15.30 & 23.27 & 45.87 & 460.1 # 212.1 & 141.3 & 40.69 & 20.06 & 2
3 10.78 & 338.9 # 40.39 & 16.05 & 15.24 & 23.04 & 73.24 & 420.0 # 212.4 & 131.1 & 39.05 & 21.31 & 3
4 10.66 & 216.5 & 36.77 & 15.33 & 15.32 & 22.68 & 74.51 & 347.8 # 197.8 & 108.8 & 37.08 & 25.54 & 4
5 10.45 & 205.9 & 34.86 & 14.91 & 16.15 & 22.24 & 68.24 & 243.1 & 181.5 & 93.24 & 35.35 & 27.52 & 5
6 10.44 & 303.0 # 33.31 & 14.62 & 16.50 & 21.63 & 79.27 & 176.2 & 153.7 & 82.11 & 33.70 & 28.40 & 6
7 10.43 & 223.4 & 31.33 & 14.35 & 16.05 & 21.01 & 98.40 & 145.7 & 136.0 & 74.84 & 32.55 & 29.07 & 7
8 10.60 & 152.1 & 29.64 & 13.99 & 16.01 & 20.48 & 103.8 & 137.7 & 125.3 & 70.11 & 31.55 & 28.88 & 8
9 10.49 & 112.1 & 27.26 & 13.77 & 16.48 & 20.03 & 132.4 & 409.2 & 120.2 & 67.51 & 29.81 & 29.92 & 9
10 10.17 & 109.4 & 25.58 & 13.81 & 16.49 & 19.74 & 131.5 &1177 # 115.2 & 66.07 & 29.80 & 30.93 & 10
11 10.04 & 528.7 & 22.26 & 13.77 & 16.50 & 19.67 & 128.8 &1284 # 111.9 & 65.20 & 29.39 & 30.14 & 11
12 9.831& 643.6 # 20.57 & 13.77 & 16.33 & 19.12 & 110.2 & 993.5 # 109.0 & 63.15 & 28.94 & 29.62 & 12
13 9.702& 634.4 # 19.87 & 13.67 & 16.18 & 18.83 & 95.81 & 995.6 # 106.9 & 62.12 & 29.25 & 29.38 & 13
14 9.652& 423.0 # 18.85 & 13.64 & 16.45 & 19.76 & 84.10 & 891.4 # 101.9 & 61.44 & 29.58 & 28.74 & 14
15 9.516& 243.6 & 18.06 & 14.03 & 17.92 & 20.22 & 79.08 & 883.5 # 95.71 & 59.87 & 31.83 & 27.99 & 15
16 9.818& 154.3 & 17.28 & 14.42 & 20.23 & 20.79 & 76.28 & 863.2 # 90.77 & 65.66 & 53.90 & 27.81 & 16
17 9.902& 114.1 & 16.78 & 14.59 & 19.98 & 27.50 & 77.31 & 843.2 # 86.99 & 70.51 & 88.27 & 28.67 & 17
18 9.873& 91.22 & 17.07 & 14.66 & 20.17 & 31.05 & 75.88 & 661.7 # 83.05 & 72.63 & 64.77 & 31.57 & 18
19 9.647& 82.61 & 17.13 & 14.72 & 21.57 & 30.17 & 70.89 & 487.1 # 79.01 & 73.02 & 52.00 & 31.76 & 19
20 9.636& 75.03 & 17.84 & 15.01 & 24.52 & 29.45 & 68.70 & 412.8 # 76.77 & 68.21 & 43.98 & 31.87 & 20
21 9.807& 65.76 & 18.67 & 15.43 & 25.39 & 28.76 & 68.46 & 348.8 # 76.14 & 62.30 & 37.98 & 32.99 & 21
22 9.777& 458.5 & 18.39 & 15.88 & 26.28 & 35.58 & 71.26 & 310.9 # 85.46 & 57.73 & 32.93 & 34.51 & 22
23 9.792& 344.1 & 19.64 & 16.24 & 30.16 & 36.71 & 72.15 & 286.3 # 93.85 & 53.95 & 29.57 & 35.49 & 23
24 9.778& 173.7 & 24.80 & 18.14 & 36.90 & 47.74 & 76.14 & 250.6 & 116.0 & 51.25 & 27.05 & 34.51 & 24
25 9.662& 112.7 & 27.10 & 17.28 & 35.15 & 64.72 & 88.31 & 221.6 & 141.6 & 50.08 & 24.93 & 34.16 & 25
26 9.419& 84.70 & 26.59 & 16.48 & 31.81 & 55.29 & 90.79 & 201.3 & 204.5 & 48.25 & 23.84 & 33.18 & 26
27 9.344& 67.58 & 23.61 & 16.17 & 29.40 & 47.47 & 81.86 & 187.0 & 216.0 & 46.97 & 22.92 & 32.30 & 27
28 9.539& 56.77 & 21.60 & 15.99 & 27.84 & 45.54 & 84.29 & 175.5 & 200.1 & 45.26 & 22.42 & 31.28 & 28
29 13.19 & 20.21 & 15.45 & 26.51 & 49.40 & 109.9 & 162.5 & 196.2 & 44.70 & 21.37 & 30.51 & 29
30 341.3 & 19.18 & 15.37 & 25.57 & 46.65 & 151.9 & 155.3 & 175.2 & 44.42 & 20.68 & 30.82 & 30
31 967.9 # 18.48 & 24.81 & 169.1 & 151.2 & 43.33 & 31.25 & 31
Mean 51.69 & 254.4 & 25.04 & 15.21 & 21.57 & 30.42 & 89.83 & 471.6 & 135.1 & 70.63 & 35.58 & 29.69 &
Median 9.873& 189.8 & 21.60 & 14.96 & 19.98 & 23.66 & 79.27 & 347.8 & 118.1 & 65.20 & 31.69 & 30.14 &
Maximum 967.9 & 685.7 & 49.02 & 18.14 & 36.90 & 64.72 & 169.1 &1284 & 216.0 & 144.3 & 88.27 & 35.49 &
Minimum 9.344& 56.77 & 16.78 & 13.64 & 15.24 & 18.83 & 45.87 & 137.7 & 76.14 & 43.33 & 20.68 & 20.06 &
Total 1603 & 7123 & 776.4 & 456.3 & 668.7 & 912.6 & 2785 &14621 & 4054 & 2189 & 1067 & 920.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 101.9 & # ... Relative Uncertainty +/-15%
Ann. Median 34.51 & & ... Relative Uncertainty +/-30%
Annual Total 37177 &
Maximum Minimum
Daily 1284 & 9.344&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 31.52 & 34.06 & 143.5 & 25.36 & 28.14 & 87.20 & 184.5 & 404.9 #2750 & 116.4 & 62.16 & 30.49 & 1
2 31.15 & 31.35 & 107.9 & 25.13 & 27.79 & 76.52 & 170.5 &1105 #1302 $ 112.9 & 59.60 & 30.40 & 2
3 30.70 & 29.56 & 81.12 & 24.93 & 27.62 & 69.46 & 866.5 &2400 # 741.7 $ 109.1 & 58.22 & 29.56 & 3
4 29.95 & 28.64 & 65.83 & 24.93 & 27.49 & 65.17 &2029 $3249 & 590.4 $ 108.1 & 56.27 & 28.97 & 4
5 30.59 & 28.38 & 55.53 & 25.14 & 27.49 & 65.07 &2530 $6013 & 562.8 $ 128.5 & 54.39 & 28.59 & 5
6 30.64 & 28.21 & 48.72 & 24.98 & 28.05 & 65.52 &1719 $4692 & 556.8 $ 166.5 & 52.49 & 28.18 & 6
7 30.29 & 27.80 & 44.44 & 24.89 & 28.64 & 96.15 &1069 #2729 & 503.2 $ 127.6 & 50.82 & 31.76 & 7
8 29.59 & 27.92 & 41.32 & 24.98 & 28.22 & 196.6 & 716.8 #1455 $ 486.4 $ 117.2 & 49.95 & 31.83 & 8
9 29.34 & 28.38 & 38.23 & 24.73 & 28.12 & 242.9 & 517.1 #1246 $ 455.7 $ 116.4 & 49.25 & 31.35 & 9
10 30.67 & 29.23 & 37.07 & 24.77 & 28.13 & 233.3 & 408.3 #2090 $ 428.9 $ 108.3 & 48.37 & 33.66 & 10
11 30.86 & 29.34 & 34.72 & 24.60 & 27.87 & 230.6 & 349.0 #2377 $ 409.3 $ 104.9 & 47.13 & 31.71 & 11
12 31.13 & 28.24 & 32.13 & 24.67 & 28.03 & 182.1 & 326.8 #1974 $ 383.8 $ 97.41 & 45.80 & 30.54 & 12
13 32.92 & 27.29 & 30.19 & 24.84 & 28.11 & 146.0 & 303.8 #1318 $ 357.0 $ 97.43 & 45.59 & 30.51 & 13
14 32.21 & 26.44 & 28.63 & 25.05 & 28.10 & 131.4 & 295.6 # 879.4 $ 331.1 $ 132.7 & 45.91 & 29.26 & 14
15 41.16 & 25.83 & 27.71 & 25.11 & 27.96 & 125.0 & 403.7 # 867.5 $ 302.4 $ 270.1 & 45.18 & 28.08 & 15
16 201.5 & 25.68 & 26.65 & 25.03 & 27.57 & 111.7 & 616.6 # 819.4 $ 270.9 $ 308.7 & 43.82 & 27.86 & 16
17 508.2 $ 25.65 & 25.84 & 24.98 & 27.31 & 100.7 & 640.5 # 722.0 $ 249.1 & 297.9 $ 42.64 & 27.09 & 17
18 371.3 $ 25.09 & 24.90 & 25.28 & 27.43 & 97.62 & 566.9 # 617.6 $ 225.6 & 228.3 & 41.03 & 25.79 & 18
19 287.3 & 24.86 & 24.23 & 25.96 & 27.17 & 95.72 & 423.5 # 524.2 $ 207.0 & 166.0 & 38.96 & 25.12 & 19
20 189.4 & 24.28 & 24.03 & 25.90 & 26.87 & 106.8 & 343.5 # 462.3 $ 193.4 & 139.5 & 36.72 & 24.60 & 20
21 126.3 & 23.47 & 24.12 & 26.19 & 26.96 & 102.0 & 298.2 # 426.0 $ 182.5 & 123.1 & 36.04 & 23.95 & 21
22 93.76 & 23.18 & 24.01 & 27.70 & 27.03 & 104.8 & 305.2 # 419.1 $ 174.1 & 110.4 & 35.26 & 22.59 & 22
23 74.90 & 23.04 & 23.76 & 29.08 & 27.17 & 110.5 & 451.3 # 384.4 $ 163.1 & 102.8 & 33.66 & 21.93 & 23
24 63.06 & 23.56 & 23.69 & 28.59 & 28.72 & 104.0 & 618.7 # 356.6 $ 155.3 & 97.37 & 32.54 & 21.41 & 24
25 55.20 & 27.57 & 24.09 & 28.54 & 39.20 & 98.85 & 559.4 # 338.7 $ 147.7 & 92.33 & 32.99 & 21.07 & 25
26 49.08 & 61.57 & 24.77 & 29.73 & 111.5 & 94.89 & 693.8 # 310.8 $ 140.5 & 87.57 & 32.76 & 20.44 & 26
27 44.41 & 141.8 & 25.79 & 30.73 & 116.6 & 92.31 & 934.7 # 285.1 $ 134.4 & 82.20 & 31.75 & 19.84 & 27
28 40.74 & 144.0 & 25.50 & 30.40 & 114.1 & 91.89 &1146 # 273.1 $ 128.0 & 76.61 & 31.45 & 19.52 & 28
29 38.74 & 25.67 & 28.83 & 120.9 & 133.0 & 825.7 # 383.0 $ 122.2 & 71.95 & 31.46 & 19.03 & 29
30 37.14 & 25.85 & 27.97 & 115.2 & 157.2 & 560.7 #2173 & 117.8 & 67.92 & 31.01 & 18.58 & 30
31 35.49 & 25.13 & 99.08 & 440.8 #3886 & 64.85 & 18.24 & 31
Mean 86.75 & 36.58 & 39.20 & 26.30 & 44.60 & 120.5 & 687.6 &1457 & 425.8 & 130.0 & 43.44 & 26.19 &
Median 37.14 & 27.86 & 26.65 & 25.13 & 28.05 & 103.0 & 559.4 & 867.5 & 286.6 & 110.4 & 44.50 & 27.86 &
Maximum 508.2 & 144.0 & 143.5 & 30.73 & 120.9 & 242.9 &2530 &6013 &2750 & 308.7 & 62.16 & 33.66 &
Minimum 29.34 & 23.04 & 23.69 & 24.60 & 26.87 & 65.07 & 170.5 & 273.1 & 117.8 & 64.85 & 31.01 & 18.24 &
Total 2689 & 1024 & 1215 & 789.0 & 1382 & 3615 &21315 &45182 &12773 & 4031 & 1303 & 811.9 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 263.4 & # ... Relative Uncertainty +/-15%
Ann. Median 52.49 & $ ... Relative Uncertainty +/-20%
Annual Total 96130 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 6013 & 18.24 &
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 18.26 & 11.48 & 11.09 & 9.643& 11.05 & 15.97 & 352.2 # 93.95 & 207.6 & 34.86 & 19.13 & 7.836& 1
2 17.98 & 11.37 & 10.82 & 10.47 & 11.02 & 15.58 & 237.8 & 87.85 & 284.1 # 33.59 & 19.99 & 7.687& 2
3 17.75 & 10.97 & 10.95 & 10.65 & 11.00 & 15.06 & 171.7 & 82.71 & 270.0 # 32.59 & 24.62 & 7.899& 3
4 16.72 & 10.62 & 11.29 & 10.40 & 11.39 & 15.01 & 148.1 & 79.00 & 218.0 & 31.98 & 26.15 & 7.794& 4
5 16.42 & 10.43 & 10.98 & 10.26 & 12.00 & 14.71 & 330.8 & 79.08 & 188.6 & 31.36 & 25.55 & 7.738& 5
6 15.74 & 10.34 & 10.66 & 10.21 & 12.75 & 14.53 & 976.1 # 80.96 & 153.6 & 30.69 & 24.87 & 7.599& 6
7 16.12 & 10.17 & 10.76 & 10.18 & 12.38 & 19.08 &1087 # 100.2 & 122.9 & 30.38 & 22.30 & 7.381& 7
8 16.22 & 9.560& 10.69 & 10.16 & 12.30 & 21.09 & 713.0 # 99.47 & 102.3 & 31.45 & 20.48 & 7.202& 8
9 15.56 & 9.205& 11.72 & 10.65 & 12.24 & 48.62 & 435.8 # 96.30 & 89.31 & 30.99 & 18.33 & 7.178& 9
10 14.53 & 9.169& 13.00 & 10.90 & 12.38 & 121.0 & 300.4 # 96.48 & 79.83 & 29.56 & 16.90 & 7.447& 10
11 14.39 & 9.098& 13.57 & 10.98 & 13.15 & 98.56 & 236.1 & 92.03 & 72.79 & 28.30 & 16.35 & 7.255& 11
12 13.89 & 9.200& 13.74 & 10.78 & 13.60 & 148.3 & 200.1 & 83.15 & 67.58 & 27.32 & 14.61 & 6.912& 12
13 13.33 & 9.289& 13.24 & 10.75 & 13.51 & 167.7 & 225.2 & 77.81 & 63.23 & 26.44 & 13.18 & 6.647& 13
14 13.52 & 9.628& 12.93 & 10.89 & 13.85 & 181.0 & 199.5 & 75.71 & 59.64 & 26.72 & 12.39 & 6.619& 14
15 13.36 & 10.10 & 12.72 & 11.50 & 13.47 & 151.3 & 171.0 & 85.31 & 56.55 & 26.97 & 11.95 & 6.529& 15
16 12.88 & 10.78 & 12.71 & 12.54 & 13.47 & 121.2 & 150.3 & 148.8 & 53.62 & 27.00 & 11.55 & 6.457& 16
17 12.91 & 10.42 & 12.33 & 12.40 & 13.75 & 94.03 & 135.9 & 205.8 & 51.77 & 26.28 & 11.05 & 6.660& 17
18 12.99 & 10.11 & 12.03 & 12.15 & 13.84 & 81.11 & 126.2 & 243.0 & 49.94 & 25.60 & 11.03 & 6.674& 18
19 12.69 & 10.14 & 11.85 & 12.81 & 14.20 & 71.82 & 121.2 & 210.6 & 49.27 & 24.25 & 10.72 & 6.707& 19
20 12.49 & 10.47 & 11.69 & 12.67 & 15.58 & 63.61 & 131.5 & 178.4 & 47.20 & 23.21 & 10.26 & 6.649& 20
21 12.34 & 10.69 & 11.73 & 12.75 & 16.64 & 57.32 & 196.8 & 147.4 & 48.21 & 22.76 & 10.09 & 6.451& 21
22 12.25 & 11.01 & 11.85 & 12.71 & 16.96 & 52.87 & 193.2 & 117.8 & 48.25 & 21.39 & 10.06 & 6.330& 22
23 12.33 & 11.16 & 11.58 & 12.68 & 17.46 & 57.60 & 214.6 & 105.9 & 45.34 & 20.26 & 10.01 & 6.693& 23
24 12.91 & 11.56 & 11.42 & 12.63 & 18.16 & 98.15 & 186.1 & 112.8 & 43.17 & 19.65 & 9.804& 7.090& 24
25 12.74 & 11.21 & 11.11 & 12.86 & 18.75 & 124.6 & 160.5 & 106.3 & 41.09 & 18.91 & 9.574& 7.602& 25
26 12.46 & 10.99 & 11.02 & 12.41 & 18.35 & 151.1 & 143.8 & 100.5 & 39.87 & 18.27 & 9.450& 7.600& 26
27 12.65 & 11.20 & 10.63 & 12.01 & 17.98 & 182.1 & 131.1 & 95.14 & 38.74 & 17.72 & 9.247& 7.798& 27
28 12.30 & 11.32 & 10.36 & 11.70 & 17.69 & 297.9 # 120.8 & 86.41 & 37.41 & 17.40 & 8.976& 7.713& 28
29 12.20 & 9.871& 11.40 & 17.04 & 461.7 # 113.3 & 78.92 & 36.43 & 16.77 & 8.761& 7.523& 29
30 12.13 & 9.514& 11.38 & 16.49 & 445.6 # 106.9 & 78.33 & 35.73 & 16.80 & 8.419& 7.624& 30
31 11.78 & 9.426& 16.26 & 100.7 & 130.4 & 18.83 & 7.635& 31
Mean 14.00 & 10.42 & 11.53 & 11.45 & 14.47 & 113.6 & 261.9 & 111.5 & 90.07 & 25.43 & 14.53 & 7.191&
Median 12.99 & 10.45 & 11.42 & 11.39 & 13.75 & 87.57 & 186.1 & 96.30 & 55.08 & 26.44 & 11.75 & 7.255&
Maximum 18.26 & 11.56 & 13.74 & 12.86 & 18.75 & 461.7 &1087 & 243.0 & 284.1 & 34.86 & 26.15 & 7.899&
Minimum 11.78 & 9.098& 9.426& 9.643& 11.00 & 14.53 & 100.7 & 75.71 & 35.73 & 16.77 & 8.419& 6.330&
Total 433.9 & 291.7 & 357.3 & 343.5 & 448.7 &3408 &8118 &3456 &2702 & 788.3 & 435.8 & 222.9 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 57.55 & # ... Relative Uncertainty +/-15%
Ann. Median 15.01 & & ... Relative Uncertainty +/-30%
Annual Total 21006 &
Maximum Minimum
Daily 1087 & 6.330&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7.484& 6.582& 163.9 & 14.26 & 13.37 & 51.41 & 74.08 & 35.29 & 54.57 & 29.13 & 15.44 & 11.51 & 1
2 7.424& 6.623& 125.7 & 14.28 & 12.95 & 43.32 & 78.43 & 34.02 & 50.88 & 28.35 & 17.21 & 11.02 & 2
3 7.398& 6.644& 106.2 & 13.90 & 12.65 & 37.98 & 98.32 & 35.41 & 50.91 & 27.34 & 17.44 & 10.84 & 3
4 7.155& 6.609& 89.30 & 13.60 & 13.14 & 35.08 & 82.76 & 35.83 & 53.28 & 26.77 & 17.29 & 10.68 & 4
5 7.191& 6.552& 75.38 & 13.48 & 15.05 & 32.55 & 66.86 & 36.32 & 52.03 & 26.37 & 17.65 & 10.55 & 5
6 7.011& 6.352& 61.80 & 13.25 & 15.35 & 31.01 & 57.08 & 50.64 & 51.08 & 26.00 & 19.51 & 10.31 & 6
7 7.072& 6.477& 54.84 & 13.04 & 16.08 & 31.74 & 50.32 & 46.60 & 53.00 & 25.20 & 18.98 & 9.985& 7
8 7.122& 6.630& 48.22 & 12.72 & 17.14 & 32.10 & 46.20 & 48.19 & 51.96 & 24.65 & 18.61 & 9.480& 8
9 7.148& 6.534& 41.81 & 12.57 & 18.67 & 29.98 & 42.91 & 57.75 & 58.76 & 23.64 & 19.16 & 9.120& 9
10 6.911& 6.343& 36.28 & 12.39 & 19.53 & 27.25 & 40.37 & 63.63 & 54.81 & 22.35 & 19.89 & 9.235& 10
11 6.615& 6.200& 31.55 & 12.14 & 19.34 & 27.88 & 39.06 & 220.4 & 49.73 & 21.56 & 17.89 & 8.911& 11
12 6.555& 6.139& 27.81 & 12.02 & 18.45 & 30.86 & 37.67 & 348.6 # 47.44 & 20.76 & 17.71 & 8.359& 12
13 6.391& 6.292& 24.24 & 12.23 & 18.10 & 29.83 & 36.45 & 372.3 # 45.74 & 20.27 & 20.03 & 8.499& 13
14 6.529& 6.484& 21.69 & 12.16 & 17.90 & 32.96 & 39.09 & 257.1 & 43.03 & 20.19 & 28.84 & 8.575& 14
15 6.375& 6.589& 20.65 & 12.03 & 17.39 & 37.28 & 37.06 & 167.4 & 40.34 & 19.31 & 26.69 & 8.464& 15
16 6.214& 6.692& 19.75 & 11.80 & 17.12 & 34.78 & 47.63 & 125.8 & 37.46 & 18.34 & 30.20 & 8.329& 16
17 6.160& 6.625& 21.77 & 11.84 & 16.46 & 33.39 & 56.09 & 126.2 & 34.47 & 17.40 & 43.36 & 8.266& 17
18 6.316& 6.600& 26.26 & 12.07 & 16.19 & 34.24 & 59.88 & 130.5 & 32.60 & 16.71 & 37.14 & 7.989& 18
19 6.339& 6.655& 26.58 & 13.57 & 15.84 & 34.23 & 73.38 & 140.6 & 32.80 & 16.52 & 32.65 & 7.774& 19
20 6.557& 6.511& 25.06 & 13.36 & 15.44 & 48.29 & 69.73 & 137.9 & 32.33 & 16.29 & 29.27 & 7.578& 20
21 6.562& 6.587& 24.20 & 13.12 & 15.62 & 47.18 & 66.81 & 116.1 & 32.31 & 15.75 & 27.05 & 7.342& 21
22 6.614& 7.525& 22.80 & 13.32 & 15.51 & 43.79 & 64.54 & 112.2 & 35.55 & 15.38 & 24.48 & 7.205& 22
23 6.914& 8.902& 20.87 & 13.84 & 15.63 & 48.48 & 59.49 & 116.9 & 41.15 & 14.84 & 22.16 & 7.101& 23
24 6.869& 8.748& 19.11 & 14.28 & 15.86 & 46.59 & 53.15 & 137.9 & 38.08 & 14.17 & 20.47 & 7.045& 24
25 6.913& 14.07 & 17.57 & 14.74 & 18.81 & 44.52 & 48.18 & 125.3 & 34.67 & 13.95 & 18.26 & 6.830& 25
26 7.124& 27.66 & 16.66 & 14.35 & 19.57 & 44.05 & 44.99 & 104.8 & 32.57 & 13.76 & 16.41 & 6.863& 26
27 7.030& 52.69 & 15.96 & 13.98 & 21.02 & 41.41 & 42.65 & 89.54 & 31.57 & 13.72 & 14.90 & 6.750& 27
28 6.912& 182.4 & 15.58 & 14.03 & 34.80 & 40.89 & 40.47 & 77.80 & 30.42 & 13.64 & 13.67 & 6.395& 28
29 6.753& 270.8 & 14.91 & 13.66 & 34.49 & 42.82 & 38.83 & 69.00 & 29.46 & 13.11 & 12.65 & 6.435& 29
30 6.791& 14.49 & 13.40 & 32.73 & 59.49 & 37.73 & 62.40 & 29.43 & 12.81 & 12.26 & 6.399& 30
31 6.604& 14.38 & 35.71 & 36.66 & 57.28 & 12.65 & 6.342& 31
Mean 6.808& 24.47 & 40.17 & 13.18 & 18.90 & 38.51 & 53.77 & 114.2 & 42.08 & 19.39 & 21.58 & 8.393&
Median 6.869& 6.609& 24.24 & 13.34 & 17.12 & 36.18 & 48.18 & 104.8 & 40.75 & 18.34 & 19.07 & 8.329&
Maximum 7.484& 270.8 & 163.9 & 14.74 & 35.71 & 59.49 & 98.32 & 372.3 & 58.76 & 29.13 & 43.36 & 11.51 &
Minimum 6.160& 6.139& 14.38 & 11.80 & 12.65 & 27.25 & 36.45 & 34.02 & 29.43 & 12.65 & 12.26 & 6.342&
Total 211.0 & 709.6 &1245 & 395.4 & 585.9 &1155 &1667 &3540 &1262 & 601.0 & 647.3 & 260.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.55 & # ... Relative Uncertainty +/-15%
Ann. Median 19.52 & & ... Relative Uncertainty +/-30%
Annual Total 12280 &
Maximum Minimum
Daily 372.3 & 6.139&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.420& 6.318& 9.460& 18.42 & 14.67 & 154.8 & 87.12 &2873 & 198.7 & 69.11 & 95.06 & 19.22 & 1
2 6.241& 6.117& 9.697& 17.62 & 14.21 & 151.1 & 82.72 &3544 & 213.4 & 73.04 & 75.00 & 18.26 & 2
3 5.931& 6.150& 10.60 & 17.15 & 14.06 & 121.1 & 82.37 &2818 & 264.2 # 104.5 & 62.80 & 17.52 & 3
4 5.769& 5.916&1268 & 16.79 & 14.62 & 90.43 & 81.47 &1735 # 255.1 # 113.5 & 55.88 & 17.18 & 4
5 5.746& 5.591&1657 # 16.45 & 17.09 & 70.92 & 83.82 &1239 # 236.1 & 103.8 & 50.78 & 16.91 & 5
6 5.692& 8.926& 607.4 # 16.34 & 18.52 & 59.54 & 169.3 & 933.8 # 203.6 & 94.07 & 46.42 & 16.11 & 6
7 5.556& 13.22 & 342.1 # 16.38 & 20.89 & 52.42 & 285.3 & 749.5 # 172.4 & 86.22 & 43.18 & 15.03 & 7
8 5.528& 57.27 & 206.9 & 16.22 & 33.47 & 47.34 & 528.1 # 739.4 # 152.6 & 76.96 & 40.76 & 14.31 & 8
9 5.541& 110.4 & 137.6 & 15.58 & 34.65 & 44.09 & 492.6 #1444 # 139.8 & 69.21 & 39.39 & 13.95 & 9
10 5.701& 147.1 & 248.6 & 14.78 & 33.47 & 43.73 & 879.5 #2222 # 132.4 & 63.94 & 39.17 & 13.97 & 10
11 5.894& 107.3 & 209.0 & 14.39 & 31.25 & 42.82 & 777.2 #2842 # 131.1 & 59.42 & 64.07 & 13.99 & 11
12 6.049& 73.04 & 148.2 & 16.25 & 29.91 & 55.78 & 773.5 #2733 # 125.0 & 55.78 & 54.11 & 13.70 & 12
13 6.315& 55.21 & 109.4 & 16.77 & 28.07 & 76.18 & 922.1 #1657 # 119.8 & 54.12 & 60.40 & 13.28 & 13
14 6.213& 44.81 & 84.34 & 16.37 & 26.42 & 83.02 &1595 # 995.6 # 114.3 & 53.47 & 75.02 & 13.04 & 14
15 5.991& 37.57 & 67.04 & 25.74 & 24.38 & 86.72 &2736 # 688.0 # 109.8 & 51.56 & 62.66 & 12.92 & 15
16 5.758& 31.36 & 56.08 & 28.81 & 22.76 & 84.46 &2495 # 562.6 # 112.6 & 49.50 & 52.83 & 13.05 & 16
17 5.594& 26.88 & 48.82 & 24.53 & 21.12 & 77.73 &1439 # 491.5 # 197.7 & 47.72 & 45.47 & 13.78 & 17
18 5.981& 22.99 & 43.62 & 22.42 & 19.60 & 68.67 & 919.3 # 451.0 # 167.0 & 45.98 & 40.19 & 14.25 & 18
19 6.779& 19.33 & 39.29 & 20.75 & 18.64 & 60.74 & 725.3 # 417.5 # 165.3 & 48.03 & 36.62 & 14.44 & 19
20 6.890& 17.28 & 35.72 & 19.50 & 17.84 & 62.15 & 628.6 # 414.7 # 160.9 & 51.20 & 33.98 & 14.36 & 20
21 6.983& 15.60 & 33.05 & 18.18 & 17.44 & 89.77 & 595.8 # 423.4 # 132.9 & 88.38 & 31.58 & 14.18 & 21
22 7.061& 14.28 & 30.67 & 17.18 & 17.65 & 214.3 & 662.1 # 402.8 # 111.6 & 112.3 & 30.02 & 14.16 & 22
23 7.168& 13.48 & 27.90 & 16.70 & 18.77 & 162.8 & 701.8 # 374.9 # 98.13 & 113.7 & 28.62 & 13.84 & 23
24 7.465& 12.50 & 25.64 & 16.26 & 21.16 & 167.3 & 611.5 # 325.6 # 89.07 & 110.3 & 27.19 & 13.31 & 24
25 7.234& 11.79 & 23.98 & 15.72 & 23.79 & 147.4 & 484.1 # 285.2 # 82.70 & 93.27 & 25.77 & 12.71 & 25
26 6.878& 11.17 & 22.77 & 15.14 & 33.41 & 113.8 & 523.1 # 256.8 # 77.16 & 78.11 & 24.85 & 11.90 & 26
27 6.687& 10.47 & 21.55 & 14.65 & 35.94 & 90.00 & 685.7 # 237.2 & 74.54 & 75.96 & 23.38 & 11.26 & 27
28 6.652& 9.890& 20.53 & 14.39 & 32.76 & 79.28 & 884.8 # 221.5 & 72.44 & 95.57 & 21.58 & 10.74 & 28
29 6.622& 19.88 & 14.32 & 35.99 & 74.65 & 934.8 # 209.1 & 72.23 & 107.3 & 21.44 & 10.35 & 29
30 6.473& 19.28 & 15.07 & 127.9 & 75.82 &1000 # 202.5 & 70.04 & 104.2 & 20.34 & 10.15 & 30
31 6.402& 18.96 & 157.1 & 1494 # 201.4 & 109.6 & 10.08 & 31
Mean 6.297& 32.21 & 180.7 & 17.63 & 31.54 & 91.63 & 785.8 &1055 & 141.7 & 79.35 & 44.28 & 13.93 &
Median 6.241& 14.94 & 39.29 & 16.42 & 22.76 & 78.50 & 685.7 & 562.6 & 131.7 & 76.96 & 40.48 & 13.95 &
Maximum 7.465& 147.1 &1657 & 28.81 & 157.1 & 214.3 &2736 &3544 & 264.2 & 113.7 & 95.06 & 19.22 &
Minimum 5.528& 5.591& 9.460& 14.32 & 14.06 & 42.82 & 81.47 & 201.4 & 70.04 & 45.98 & 20.34 & 10.08 &
Total 195.2 & 901.9 & 5603 & 528.9 & 977.6 & 2749 &24361 &32691 & 4252 & 2460 & 1329 & 432.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 209.5 & # ... Relative Uncertainty +/-15%
Ann. Median 46.42 & & ... Relative Uncertainty +/-30%
Annual Total 76481 &
Maximum Minimum
Daily 3544 & 5.528&
Department of Water and Environmental Regulation HYDAY V145 Output 22/01/2023
Site 617001 Moore River - Quinns Ford Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 9.754& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 9.662& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 9.433& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 9.523& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 9.318& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 9.219& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 9.300& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 9.054& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 8.962& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 8.578& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 8.302& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 7.927& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 7.784& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 7.848& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 7.980& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 7.920& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 7.425& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 7.426& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 7.471& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 7.148& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 7.415& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 7.082& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 6.852& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 7.090& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 6.878& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 6.706& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 6.670& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 6.584& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 6.784& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 6.883& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 7.966& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 7.816& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 9.754& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 6.584& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 239.0 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 1 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.966& & ... Relative Uncertainty +/-30%
Ann. Median 7.816& [ ... Not Available
Annual Total 239.0 &
Missing Days 335
Maximum Minimum
Daily 9.754& 6.584&