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Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] 0.000 0.000 0.000 56.48 " 56.97 " 117.7 " 33.23 " 5.678" 2.241" 1
2 [ ] [ ] [ ] 0.000 0.000 0.078" 37.30 " 46.73 " 223.2 " 30.26 " 5.190" 2.214" 2
3 [ ] [ ] [ ] 0.000 0.000 0.486" 26.77 " 40.37 " 175.4 " 27.89 " 4.867" 2.172" 3
4 [ ] [ ] 0.000 0.000 0.000 0.706" 20.43 " 41.11 " 279.8 " 25.99 " 4.782" 2.125" 4
5 [ ] [ ] 0.000 0.000 0.000 0.498! 15.33 " 177.2 " 237.0 " 24.31 " 5.003" 2.059" 5
6 [ ] [ ] 0.000 0.000 0.000 0.265! 12.12 " 185.1 " 238.3 " 22.01 " 5.873" 1.915" 6
7 [ ] [ ] 0.000 0.000 0.000 0.175! 10.18 " 103.2 " 324.3 " 20.22 " 11.05 " 1.827" 7
8 [ ] [ ] 0.000 0.000 0.000 0.142" 15.06 " 79.22 " 221.3 " 19.03 " 13.27 " 1.725" 8
9 [ ] [ ] 0.000 0.000 0.000 0.125" 35.27 " 62.77 " 144.5 " 17.98 " 11.33 " 1.630" 9
10 [ ] [ ] 0.000 0.000 0.000 0.108" 54.42 " 53.38 " 117.0 " 16.65 " 8.611" 1.521" 10
11 [ ] [ ] 0.000 0.000 0.000 0.093" 35.89 " 46.39 " 102.4 " 15.72 " 6.929" 1.487" 11
12 [ ] [ ] 0.000 0.000 0.000 0.084" 24.56 " 59.21 " 150.7 " 17.56 " 6.872" 1.313" 12
13 [ ] [ ] 0.000 0.000 0.000 0.077" 18.99 " 95.67 " 298.5 " 24.25 " 9.548" 1.171" 13
14 [ ] [ ] 0.000 0.000 0.000 0.076" 15.42 " 167.1 " 179.9 " 22.03 " 9.385" 1.081" 14
15 [ ] [ ] 0.000 0.000 0.000 0.073" 12.77 " 138.6 " 164.1 " 18.02 " 7.757" 0.999" 15
16 [ ] [ ] 0.000 0.000 0.000 0.076" 10.75 " 82.38 " 159.5 " 15.92 " 7.308" 0.910" 16
17 [ ] [ ] 0.000 0.000 0.000 1.264" 9.507" 66.98 " 118.8 " 16.75 " 12.60 " 0.850" 17
18 [ ] [ ] 0.000 0.000 0.000 1.411" 8.937" 68.88 " 95.71 " 15.53 " 13.31 " 0.790" 18
19 [ ] [ ] 0.000 0.000 0.000 1.953" 8.784" 58.84 " 82.41 " 13.83 " 10.44 " 0.752" 19
20 [ ] [ ] 0.000 0.000 0.000 0.846" 8.079" 51.61 " 72.42 " 12.39 " 8.379" 0.722" 20
21 [ ] [ ] 0.000 0.000 0.000 0.823" 7.918" 49.17 " 65.06 " 11.08 " 6.999" 0.687" 21
22 [ ] [ ] 0.000 0.000 0.000 0.811" 7.377" 44.35 " 59.24 " 10.17 " 6.034" 0.664" 22
23 [ ] [ ] 0.000 0.000 0.000 0.566" 6.794" 72.69 " 56.14 " 9.438" 5.237" 0.665" 23
24 [ ] [ ] 0.000 0.000 0.000 0.477" 42.68 " 110.3 " 56.23 " 8.750" 4.473" 0.655" 24
25 [ ] [ ] 0.000 0.000 0.000 0.809" 235.2 " 168.8 " 50.78 " 8.412" 3.931" 0.636" 25
26 [ ] [ ] 0.000 0.000 0.000 1.777" 275.1 " 144.5 " 44.86 " 8.096" 3.523" 0.638" 26
27 [ ] [ ] 0.000 0.000 0.000 7.810" 148.2 " 115.4 " 42.25 " 7.680" 3.093" 0.687" 27
28 [ ] [ ] 0.000 0.000 0.000 65.87 " 91.39 " 151.2 " 39.86 " 7.392" 2.728" 0.800" 28
29 [ ] 0.000 0.000 0.000 121.9 " 68.42 " 187.6 " 38.38 " 7.110" 2.492" 0.758" 29
30 [ ] 0.000 0.000 0.000 89.19 " 101.9 " 150.1 " 36.42 " 6.732" 2.322" 1.105" 30
31 [ ] 0.000 0.000 84.82 " 107.1 " 6.208" 2.098" 31
Mean [ ] [ ] 0.000 0.000 0.000 9.954! 48.61 " 96.21 " 133.1 " 16.15 " 6.967" 1.255"
Median [ ] [ ] 0.000 0.000 0.000 0.492! 20.43 " 79.22 " 117.4 " 15.92 " 6.453" 1.081"
Maximum [ ] [ ] 0.000 0.000 0.000 121.9 ! 275.1 " 187.6 " 324.3 " 33.23 " 13.31 " 2.241"
Minimum [ ] [ ] 0.000 0.000 0.000 0.000! 6.794" 40.37 " 36.42 " 6.208" 2.322" 0.636"
Total [ ] [ ] 0.000 0.000 0.000 298.6 !1507 "2983 "3992 " 500.6 " 209.0 " 38.90 "
Missing Days 31 28 3 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 31.45 ! ! ... Not reviewed / Quality not known
Ann. Median 3.931! " ... Relative Uncertainty +/-10%
Annual Total 9529 ! [ ... Not Available
Missing Days 62
Maximum Minimum
Daily 324.3 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 2.075" 0.157" 0.000 0.000 0.963" 19.15 " 19.08 " 16.96 " 37.17 " 24.00 " 17.95 " 6.052" 1
2 1.469" 0.144" 0.000 0.000 0.608" 14.68 " 17.97 " 24.46 " 37.14 " 26.75 " 14.17 " 5.611" 2
3 1.146" 0.134" 0.000 0.000 0.429" 12.17 " 17.23 " 55.50 " 51.08 " 24.37 " 11.45 " 4.911" 3
4 0.981" 0.130" 0.000 0.000 0.341" 10.04 " 26.12 " 42.55 " 54.11 " 22.11 " 9.472" 4.311" 4
5 0.851" 0.130" 0.000 0.000 0.301" 26.69 " 69.15 " 32.08 " 95.61 " 20.71 " 9.486" 3.891" 5
6 0.731" 0.121" 0.000 0.000 0.440" 73.70 " 109.5 " 45.88 " 94.58 " 19.51 " 20.48 " 3.613" 6
7 0.645" 0.111" 0.000 0.000 1.686" 50.80 " 101.6 " 111.4 " 61.94 " 22.77 " 31.75 " 3.400" 7
8 0.572" 0.093" 0.013" 0.000 1.990" 30.38 " 89.10 " 145.8 " 55.61 " 40.86 " 75.95 " 3.328" 8
9 0.521" 0.090" 0.095" 0.000 1.607" 22.84 " 66.33 " 115.3 " 94.39 " 42.35 " 99.31 " 3.519" 9
10 0.483" 0.095" 0.046" 0.000 1.325" 18.51 " 48.99 " 79.87 " 73.12 " 29.86 " 52.02 " 3.421" 10
11 0.478" 0.098" 0.030" 0.000 1.136" 15.68 " 40.06 " 62.42 " 52.04 " 24.69 " 32.33 " 3.159" 11
12 0.482" 0.034" 0.033" 0.000 0.870" 22.00 " 33.96 " 51.97 " 42.17 " 21.67 " 24.54 " 2.906" 12
13 0.459" 0.031" 0.026" 0.000 0.717" 104.4 " 29.52 " 45.18 " 43.62 " 20.20 " 18.94 " 2.756" 13
14 0.450" 0.036" 0.014" 0.000 0.628" 89.15 " 26.36 " 43.86 " 166.8 " 18.14 " 14.74 " 2.849" 14
15 0.447" 0.031" 0.017" 0.000 0.704" 51.08 " 25.82 " 58.96 " 178.3 " 16.09 " 11.63 " 2.688" 15
16 0.426" 0.037" 0.055" 0.000 0.809" 38.28 " 34.85 " 72.91 " 105.6 " 14.50 " 19.30 " 2.446" 16
17 0.415" 0.033" 0.054" 0.000 1.444" 29.66 " 33.13 " 54.10 " 80.93 " 13.16 " 59.79 " 2.326" 17
18 0.393" 0.028" 0.053" 0.022" 1.392" 24.28 " 26.26 " 48.30 " 68.24 " 11.82 " 67.03 " 2.201" 18
19 0.354" 0.032" 0.038" 0.048" 1.618" 20.36 " 22.57 " 84.12 " 58.58 " 10.61 " 40.72 " 2.017" 19
20 0.320" 0.040" 0.059" 0.043" 1.823" 21.53 " 20.67 " 88.12 " 50.64 " 9.744" 28.88 " 1.771" 20
21 0.295" 0.047" 0.055" 0.045" 1.742" 96.10 " 18.97 " 90.34 " 44.60 " 9.337" 22.12 " 1.550" 21
22 0.289" 0.116" 0.039" 0.064" 1.126" 122.6 " 17.38 " 86.42 " 39.85 " 8.748" 17.01 " 1.359" 22
23 0.288" 0.107" 0.024" 0.047" 0.918" 76.71 " 16.18 " 69.79 " 36.58 " 8.447" 14.19 " 1.192" 23
24 0.295" 0.080" 0.008" 0.039" 0.850" 51.60 " 15.18 " 62.81 " 33.56 " 8.222" 12.72 " 1.084" 24
25 0.294" 0.040" 0.002" 0.037" 0.995" 41.22 " 14.58 " 51.12 " 31.23 " 7.966" 11.30 " 0.996" 25
26 0.280" 0.025" 0.001" 0.067" 7.135" 34.55 " 20.88 " 44.37 " 29.11 " 7.592" 10.22 " 0.941" 26
27 0.262" 0.005" 0.000" 0.035" 31.58 " 29.06 " 30.91 " 39.84 " 27.45 " 7.176" 9.251" 1.694" 27
28 0.237" 0.000" 0.000 0.019" 69.64 " 24.69 " 26.22 " 36.15 " 25.86 " 6.622" 8.301" 3.590" 28
29 0.227" 0.000 0.000 0.886" 54.04 " 21.66 " 21.28 " 36.45 " 24.40 " 6.274" 7.312" 3.019" 29
30 0.208" 0.000 1.701" 33.23 " 19.80 " 18.71 " 51.35 " 23.91 " 10.67 " 6.497" 2.220" 30
31 0.180" 0.000 26.32 " 18.00 " 44.49 " 18.22 " 1.755" 31
Mean 0.534" 0.070" 0.021" 0.102" 8.013" 40.44 " 34.73 " 61.06 " 60.61 " 17.20 " 25.96 " 2.793"
Median 0.426" 0.047" 0.013" 0.000" 1.136" 27.87 " 26.12 " 51.97 " 50.86 " 16.09 " 17.48 " 2.756"
Maximum 2.075" 0.157" 0.095" 1.701" 69.64 " 122.6 " 109.5 " 145.8 " 178.3 " 42.35 " 99.31 " 6.052"
Minimum 0.180" 0.000" 0.000" 0.000" 0.301" 10.04 " 14.58 " 16.96 " 23.91 " 6.274" 6.497" 0.941"
Total 16.55 " 2.024" 0.660" 3.051" 248.4 "1213 "1076 "1893 "1818 " 533.2 " 778.9 " 86.57 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.96 " " ... Relative Uncertainty +/-10%
Ann. Median 7.452"
Annual Total 7670 "
Maximum Minimum
Daily 178.3 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 1.437" 0.161" 0.000 0.000 0.263" 0.493" 66.16 " 28.60 " 73.72 " 14.76 " 4.634" 1.392" 1
2 1.249" 0.165" 0.000 0.000 0.243" 0.455" 66.41 " 29.27 " 57.76 " 13.82 " 4.141" 1.387" 2
3 1.069" 0.145" 0.000 0.000 0.524" 0.439" 40.02 " 52.64 " 48.08 " 13.30 " 5.576" 1.298" 3
4 0.861" 0.130" 0.000 0.000 0.453" 0.516" 28.05 " 88.68 " 40.52 " 12.80 " 6.069" 1.252" 4
5 0.706" 0.107" 0.000 0.000 0.328" 0.694" 20.94 " 78.83 " 35.73 " 14.98 " 4.615" 1.234" 5
6 0.601" 0.072" 0.000 0.000 0.281" 0.778" 15.96 " 76.82 " 31.93 " 15.93 " 3.676" 1.083" 6
7 0.532" 0.070" 0.000 0.000 0.277" 4.423" 12.81 " 52.68 " 29.14 " 13.71 " 3.563" 0.955" 7
8 0.459" 0.053" 0.634" 0.000 0.280" 5.599" 10.79 " 40.91 " 28.15 " 11.85 " 8.883" 0.852" 8
9 0.407" 0.146" 0.297" 1.964" 0.278" 4.847" 9.581" 53.57 " 30.44 " 10.55 " 14.03 " 0.747" 9
10 0.371" 0.219" 0.173" 0.868" 0.272" 3.962" 8.729" 56.59 " 28.45 " 9.568" 11.08 " 0.670" 10
11 0.353" 0.116" 0.117" 0.492" 0.271" 3.243" 13.81 " 40.78 " 25.65 " 8.677" 8.229" 0.640" 11
12 0.340" 0.070" 0.089" 0.351" 0.287" 2.903" 13.63 " 38.68 " 23.32 " 8.832" 6.172" 0.604" 12
13 0.343" 0.043" 0.086" 0.253" 0.296" 2.622" 79.71 " 39.77 " 21.39 " 9.913" 5.043" 0.593" 13
14 0.346" 0.037" 0.105" 0.205" 0.271" 2.277" 158.7 " 32.91 " 20.31 " 9.936" 4.194" 0.632" 14
15 0.313" 0.044" 0.106" 0.163" 0.264" 2.081" 81.48 " 28.26 " 19.91 " 9.107" 3.786" 0.576" 15
16 0.291" 0.057" 0.079" 0.145" 0.254" 2.965" 52.54 " 25.11 " 19.12 " 8.206" 3.464" 0.534" 16
17 0.288" 0.029" 0.060" 0.141" 0.250" 5.196" 38.21 " 22.46 " 24.03 " 7.546" 3.007" 0.511" 17
18 0.279" 0.029" 0.043" 0.142" 0.240" 4.005" 34.07 " 34.17 " 41.74 " 6.931" 2.627" 0.587" 18
19 0.320" 0.059" 0.058" 0.138" 0.230" 3.191" 36.56 " 99.58 " 33.20 " 6.467" 2.339" 0.637" 19
20 0.343" 0.045" 0.044" 0.133" 0.222" 2.713" 35.37 " 153.0 " 25.63 " 6.165" 2.171" 0.668" 20
21 0.319" 0.015" 0.028" 0.127" 0.232" 2.757" 29.74 " 96.57 " 25.73 " 6.244" 2.191" 0.657" 21
22 0.292" 0.004" 0.023" 0.121" 0.222" 3.224" 24.74 " 68.99 " 44.19 " 5.933" 2.562" 0.564" 22
23 0.259" 0.000" 0.022" 0.118" 0.211" 2.958" 21.16 " 62.98 " 37.69 " 5.508" 2.750" 0.464" 23
24 0.245" 0.000 0.013" 0.121" 0.214" 2.997" 18.86 " 114.3 " 29.01 " 5.157" 2.336" 0.444" 24
25 0.264" 0.000 0.008" 0.157" 0.392" 4.777" 18.79 " 153.5 " 24.57 " 4.771" 1.986" 0.451" 25
26 0.265" 0.000 0.004" 0.222" 2.179" 4.534" 18.23 " 137.1 " 21.28 " 4.802" 1.690" 0.395" 26
27 0.235" 0.000 0.000" 0.254" 1.711" 4.000" 47.44 " 198.6 " 18.46 " 5.123" 1.460" 0.348" 27
28 0.222" 0.000 0.000 0.318" 1.072" 3.532" 77.69 " 125.1 " 16.69 " 9.067" 1.315" 0.344" 28
29 0.233" 0.000 0.347" 0.794" 11.66 " 48.84 " 90.49 " 16.22 " 8.877" 1.263" 0.390" 29
30 0.213" 0.000 0.304" 0.632" 19.05 " 34.77 " 81.83 " 15.88 " 6.695" 1.302" 0.331" 30
31 0.172" 0.000 0.541" 28.99 " 88.83 " 5.593" 0.272" 31
Mean 0.440" 0.065" 0.064" 0.236" 0.451" 3.763" 38.48 " 73.93 " 30.27 " 9.059" 4.205" 0.694"
Median 0.320" 0.049" 0.022" 0.142" 0.277" 3.094" 29.74 " 62.98 " 26.94 " 8.832" 3.513" 0.604"
Maximum 1.437" 0.219" 0.634" 1.964" 2.179" 19.05 " 158.7 " 198.6 " 73.72 " 15.93 " 14.03 " 1.392"
Minimum 0.172" 0.000" 0.000" 0.000" 0.211" 0.439" 8.729" 22.46 " 15.88 " 4.771" 1.263" 0.272"
Total 13.63 " 1.817" 1.988" 7.082" 13.98 " 112.9 "1193 "2292 " 908.0 " 280.8 " 126.2 " 21.51 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.62 " " ... Relative Uncertainty +/-10%
Ann. Median 1.298"
Annual Total 4972 "
Maximum Minimum
Daily 198.6 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.244" 0.000 0.146" 0.187" 0.020" 0.765" 16.87 " 117.4 " 42.60 " 14.94 " 6.102" 2.242" 1
2 0.211" 0.000 0.106" 0.176" 0.015" 0.659" 18.02 " 74.44 " 35.51 " 13.21 " 5.577" 2.127" 2
3 0.171" 0.000 0.084" 0.245" 0.014" 0.572" 30.54 " 52.22 " 32.39 " 12.02 " 5.707" 1.853" 3
4 0.157" 0.000 0.095" 0.175" 0.023" 0.523" 25.18 " 39.86 " 30.81 " 11.08 " 7.061" 1.649" 4
5 0.152" 0.000 0.078" 0.150" 0.084" 0.490" 20.08 " 33.69 " 28.17 " 10.81 " 6.724" 1.565" 5
6 0.141" 0.000 0.059" 0.119" 0.152" 0.497" 18.52 " 31.91 " 25.59 " 11.51 " 5.855" 1.438" 6
7 0.104" 0.000 0.033" 0.091" 0.371" 0.479" 16.30 " 36.56 " 23.50 " 10.52 " 5.209" 1.257" 7
8 0.092" 0.000 0.024" 0.071" 0.389" 0.442" 13.31 " 36.57 " 21.65 " 9.628" 8.291" 1.232" 8
9 0.168" 0.000 0.054" 0.090" 0.255" 0.454" 10.95 " 40.43 " 19.91 " 9.047" 20.00 " 1.098" 9
10 0.257" 0.000 0.153" 0.118" 0.269" 0.482" 9.290" 32.59 " 19.47 " 8.553" 14.16 " 0.973" 10
11 0.216" 0.000 0.296" 0.105" 0.269" 0.472" 8.181" 30.95 " 22.61 " 8.304" 10.35 " 0.913" 11
12 0.186" 0.000 0.221" 0.091" 0.260" 0.449" 8.351" 33.10 " 20.86 " 11.27 " 8.243" 0.851" 12
13 0.151" 0.000 0.168" 0.088" 0.442" 0.426" 27.37 " 27.98 " 18.29 " 25.43 " 7.205" 0.724" 13
14 0.123" 0.000 0.137" 0.123" 0.487" 0.467" 55.93 " 25.71 " 18.62 " 26.00 " 6.511" 0.745" 14
15 0.106" 0.000 0.113" 0.124" 0.345" 0.628" 72.81 " 33.03 " 32.99 " 20.95 " 5.784" 0.745" 15
16 0.073" 0.000 0.088" 0.114" 0.308" 1.242" 47.00 " 31.00 " 35.16 " 18.72 " 5.311" 0.662" 16
17 0.053" 0.000 0.066" 0.091" 0.300" 1.957" 32.43 " 29.61 " 27.42 " 28.38 " 5.229" 0.592" 17
18 0.045" 0.000 0.055" 0.068" 0.293" 1.713" 27.19 " 43.21 " 25.16 " 29.23 " 4.514" 0.497" 18
19 0.032" 0.000 0.255" 0.051" 0.833" 1.277" 29.40 " 42.38 " 25.36 " 24.85 " 3.859" 0.403" 19
20 0.037" 0.000 0.279" 0.053" 1.863" 1.028" 25.95 " 40.75 " 24.79 " 21.01 " 3.337" 0.340" 20
21 0.020" 0.503" 0.202" 0.063" 4.193" 0.896" 27.83 " 42.86 " 23.83 " 16.80 " 2.948" 0.307" 21
22 0.009" 1.697" 0.152" 0.070" 2.235" 0.878" 37.85 " 75.27 " 21.26 " 13.86 " 2.611" 0.306" 22
23 0.005" 0.420" 0.121" 0.082" 1.141" 1.161" 49.69 " 69.92 " 18.82 " 12.00 " 2.357" 0.317" 23
24 0.002" 0.227" 0.096" 0.094" 0.843" 1.757" 36.76 " 68.89 " 17.10 " 10.56 " 2.127" 0.301" 24
25 0.000" 0.142" 0.082" 0.094" 1.196" 12.47 " 28.27 " 76.20 " 16.00 " 9.463" 1.911" 0.284" 25
26 0.000" 0.238" 0.069" 0.098" 1.193" 22.14 " 23.41 " 57.98 " 15.05 " 8.567" 1.756" 0.252" 26
27 0.000 0.372" 0.058" 0.103" 2.302" 21.29 " 19.82 " 48.71 " 13.76 " 8.377" 1.666" 0.234" 27
28 0.000 0.218" 0.082" 0.099" 1.979" 45.50 " 17.37 " 70.66 " 12.83 " 8.142" 1.553" 0.224" 28
29 0.000 0.158" 0.052" 1.442" 33.90 " 15.70 " 61.27 " 20.80 " 7.637" 1.474" 0.237" 29
30 0.000 0.149" 0.031" 1.139" 24.09 " 35.06 " 49.12 " 18.51 " 7.215" 2.034" 0.257" 30
31 0.000 0.174" 0.905" 104.1 " 50.77 " 6.588" 0.235" 31
Mean 0.089" 0.136" 0.124" 0.104" 0.825" 5.970" 29.34 " 48.55 " 23.63 " 14.02 " 5.516" 0.802"
Median 0.073" 0.000" 0.106" 0.094" 0.389" 0.822" 25.95 " 42.38 " 22.13 " 11.27 " 5.270" 0.662"
Maximum 0.257" 1.697" 0.296" 0.245" 4.193" 45.50 " 104.1 " 117.4 " 42.60 " 29.23 " 20.00 " 2.242"
Minimum 0.000" 0.000" 0.024" 0.031" 0.014" 0.426" 8.181" 25.71 " 12.83 " 6.588" 1.474" 0.224"
Total 2.757" 3.815" 3.854" 3.116" 25.56 " 179.1 " 909.5 "1505 " 708.8 " 434.7 " 165.5 " 24.86 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.87 " " ... Relative Uncertainty +/-10%
Ann. Median 1.141"
Annual Total 3967 "
Maximum Minimum
Daily 117.4 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.211" 0.035" 0.000 0.000 0.717" 0.228" 2.806" 137.9 " 19.06 " 14.95 " 5.773" 2.712" 1
2 0.180" 0.016" 0.000 0.000 0.445" 0.212" 2.684" 86.51 " 17.20 " 12.60 " 5.372" 1.881" 2
3 0.172" 0.004" 0.000 0.000 0.291" 0.216" 4.703" 64.61 " 15.49 " 11.74 " 4.452" 1.336" 3
4 0.152" 0.002" 0.000 0.000 0.232" 0.278" 8.559" 49.50 " 14.27 " 11.88 " 3.547" 0.977" 4
5 0.151" 0.000" 0.000 0.000 0.195" 0.263" 6.419" 39.03 " 13.21 " 10.90 " 2.952" 0.859" 5
6 0.116" 0.000" 0.000 0.000 0.171" 0.434" 5.030" 32.96 " 14.30 " 9.485" 2.510" 0.788" 6
7 0.122" 0.000 0.000 0.000 0.154" 0.712" 4.615" 28.70 " 12.91 " 8.419" 2.184" 1.006" 7
8 0.124" 0.000 0.000 0.418" 0.229" 0.518" 18.17 " 24.86 " 11.41 " 7.645" 1.855" 0.868" 8
9 0.124" 0.000 0.000 0.301" 0.823" 0.645" 16.73 " 21.68 " 10.35 " 7.066" 1.588" 0.806" 9
10 0.167" 0.000 0.000 0.091" 0.872" 0.640" 12.83 " 19.17 " 9.555" 6.460" 1.365" 0.676" 10
11 0.166" 0.000 0.000 0.056" 0.474" 0.478" 9.349" 17.21 " 8.717" 5.950" 1.218" 0.577" 11
12 0.152" 0.000 0.000 0.038" 0.365" 0.432" 7.724" 24.41 " 8.042" 5.575" 1.129" 0.484" 12
13 0.124" 0.000 0.000 0.021" 0.323" 0.403" 7.994" 63.69 " 7.414" 5.655" 1.034" 0.406" 13
14 0.092" 0.000 0.000 0.020" 0.326" 0.392" 8.717" 43.86 " 6.805" 6.970" 1.016" 0.346" 14
15 0.081" 0.000 0.000 0.010" 0.297" 0.475" 8.151" 30.44 " 6.245" 8.892" 1.094" 0.335" 15
16 0.100" 0.000 0.000 0.009" 0.284" 0.589" 9.036" 24.85 " 5.793" 7.965" 1.157" 0.299" 16
17 0.083" 0.000 0.000 0.008" 0.280" 1.509" 7.922" 21.30 " 5.489" 7.089" 1.311" 0.241" 17
18 0.074" 0.000 0.000 0.006" 0.256" 2.027" 6.757" 18.52 " 6.869" 6.095" 1.416" 0.202" 18
19 0.058" 0.000 0.000 0.005" 0.244" 3.422" 5.811" 16.34 " 10.23 " 5.315" 1.274" 0.194" 19
20 0.037" 0.000 0.000 0.004" 0.242" 6.391" 5.127" 17.25 " 8.985" 4.863" 1.377" 0.149" 20
21 0.029" 0.000 0.000 0.000" 0.248" 8.462" 4.645" 27.03 " 7.609" 4.633" 1.306" 0.133" 21
22 0.033" 0.000 0.000 0.000" 0.257" 7.149" 5.873" 26.81 " 6.609" 4.217" 1.234" 0.139" 22
23 0.041" 0.000 0.000 0.007" 0.262" 5.552" 16.12 " 21.38 " 18.36 " 3.926" 1.148" 0.159" 23
24 0.058" 0.000 0.000 0.073" 0.265" 4.711" 23.15 " 18.22 " 23.52 " 3.679" 1.031" 1.254" 24
25 0.095" 0.000 0.000 0.573" 0.262" 5.744" 17.09 " 53.53 " 18.96 " 3.456" 0.886" 0.711" 25
26 0.078" 0.000 0.000 0.607" 0.258" 5.252" 12.42 " 67.12 " 32.88 " 3.250" 0.751" 1.033" 26
27 0.036" 0.000 0.000 0.315" 0.251" 4.345" 9.956" 40.79 " 49.39 " 2.978" 0.668" 0.782" 27
28 0.026" 0.000 0.000 0.251" 0.236" 3.609" 9.418" 31.48 " 31.34 " 2.772" 0.669" 0.540" 28
29 0.021" 0.000 0.208" 0.225" 3.294" 174.4 " 26.89 " 23.19 " 2.646" 1.788" 0.379" 29
30 0.017" 0.000 0.331" 0.223" 3.003" 230.9 " 23.59 " 18.27 " 3.047" 3.879" 0.397" 30
31 0.027" 0.000 0.229" 209.8 " 21.13 " 4.021" 0.319" 31
Mean 0.095" 0.002" 0.000 0.112" 0.320" 2.380" 28.16 " 36.80 " 14.75 " 6.585" 1.900" 0.677"
Median 0.092" 0.000" 0.000 0.010" 0.258" 0.678" 8.559" 26.89 " 12.16 " 5.950" 1.309" 0.540"
Maximum 0.211" 0.035" 0.000 0.607" 0.872" 8.462" 230.9 " 137.9 " 49.39 " 14.95 " 5.773" 2.712"
Minimum 0.017" 0.000" 0.000 0.000" 0.154" 0.212" 2.684" 16.34 " 5.489" 2.646" 0.668" 0.133"
Total 2.947" 0.057" 0.000 3.353" 9.934" 71.39 " 872.9 "1141 " 442.5 " 204.1 " 56.99 " 20.99 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.742" " ... Relative Uncertainty +/-10%
Ann. Median 0.676"
Annual Total 2826 "
Maximum Minimum
Daily 230.9 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.294" 0.000 0.000 0.000 0.000 15.71 " 27.00 " 49.95 " 56.17 " 116.6 " 44.96 " 6.869" 1
2 0.246" 0.000 0.000 0.000 0.000 67.40 " 23.91 " 43.92 " 48.10 " 95.03 " 67.73 " 6.862" 2
3 0.197" 0.000 0.000 0.000 0.000 73.27 " 21.45 " 38.73 " 41.90 " 112.4 " 48.92 " 7.929" 3
4 0.146" 0.000 0.000 0.000 0.000 43.53 " 19.43 " 34.97 ! 37.67 " 112.4 " 34.31 " 7.748" 4
5 0.115" 0.000 0.000 0.000 0.000 28.29 " 21.55 " 32.92 ! 37.69 " 98.98 " 28.57 " 6.872" 5
6 0.117" 0.000 0.000 0.000 0.000 22.58 " 25.51 " 30.24 ! 62.90 " 102.2 " 30.43 " 6.229" 6
7 0.122" 0.000 0.000 0.000 0.000 22.39 " 73.14 " 28.04 ! 79.77 " 133.4 " 57.60 " 5.835" 7
8 0.110" 0.000 0.000 0.000 0.000 30.78 " 113.1 " 26.16 ! 67.51 " 98.48 " 50.66 " 5.522" 8
9 0.105" 0.000 0.000 0.000 0.000 30.35 " 73.14 " 24.49 ! 56.62 " 79.32 " 35.48 " 5.218" 9
10 0.142" 0.000 0.000 0.000 0.000 25.72 " 53.67 " 26.51 ! 55.22 " 69.99 " 28.78 " 5.233" 10
11 0.148" 0.000 0.000 0.000 0.000 24.30 " 42.00 " 28.66 ! 47.43 " 62.27 " 25.01 " 5.023" 11
12 0.160" 0.000 0.000 0.000 0.000 27.34 " 37.73 " 85.36 " 40.72 " 56.41 " 25.96 " 4.757" 12
13 0.154" 0.000 0.000 0.000 1.263" 86.70 " 68.77 " 108.9 " 36.49 " 51.60 " 25.10 " 4.494" 13
14 0.134" 0.000 0.000 0.000 1.545" 156.1 " 64.81 " 84.51 " 34.86 " 47.07 " 22.23 " 4.348" 14
15 0.109" 0.000 0.000 0.000 0.735" 108.6 " 70.04 " 135.2 " 48.68 " 41.41 " 19.46 " 4.390" 15
16 0.077" 0.000 0.000 0.000 0.381" 108.6 " 73.04 " 146.0 " 49.02 " 37.65 " 17.22 " 4.252" 16
17 0.060" 0.000 0.000 0.000 0.380" 89.41 " 59.53 " 97.36 " 42.36 " 35.36 " 15.54 " 4.000" 17
18 0.045" 0.000 0.000 0.000 0.477" 81.23 " 69.04 " 74.44 " 37.33 " 34.35 " 14.05 " 4.017" 18
19 0.036" 0.000 0.000 0.000 0.333" 66.73 " 57.00 " 63.73 " 35.96 " 39.71 " 13.04 " 3.771" 19
20 0.030" 0.000 0.000 0.000 0.952" 87.18 " 44.12 " 58.31 " 43.54 " 51.25 " 12.27 " 3.490" 20
21 0.027" 0.000 0.000 0.000 1.023" 63.62 " 36.20 " 55.11 " 68.79 " 53.54 " 11.64 " 3.351" 21
22 0.024" 0.000 0.000 0.000 0.669" 45.59 " 33.29 " 46.75 " 79.48 " 40.74 " 11.17 " 3.281" 22
23 0.016" 0.000 0.000 0.000 0.475" 35.57 " 102.0 " 40.13 " 98.88 " 34.21 " 10.65 " 3.227" 23
24 0.007" 0.000 0.000 0.000 0.402" 30.82 " 366.2 " 36.89 " 73.08 " 30.71 " 10.05 " 3.199" 24
25 0.002" 0.000 0.000 0.000 0.468" 59.77 " 303.7 " 69.55 " 65.51 " 28.01 " 9.375" 3.009" 25
26 0.000" 0.000 0.000 0.000 0.467" 102.5 " 160.7 " 87.59 " 67.92 " 26.08 " 8.806" 2.728" 26
27 0.000 0.000 0.000 0.000 0.388" 69.45 " 112.4 " 60.50 " 64.06 " 24.70 " 8.357" 2.603" 27
28 0.000 0.000 0.000 0.000 0.333" 48.10 " 95.26 " 47.44 " 95.82 " 23.22 " 7.800" 2.509" 28
29 0.000 0.000 0.000 0.000 0.306" 37.01 " 80.47 " 72.94 " 147.5 " 21.71 " 7.298" 2.439" 29
30 0.000 0.000 0.000 0.396" 31.07 " 66.94 " 103.5 " 166.3 " 20.28 " 7.010" 2.344" 30
31 0.000 0.000 1.457" 57.37 " 71.40 " 19.25 " 2.300" 31
Mean 0.085" 0.000 0.000 0.000 0.402" 57.33 " 79.12 " 61.62 ! 62.91 " 58.01 " 23.65 " 4.447"
Median 0.077" 0.000 0.000 0.000 0.380" 46.84 " 64.81 " 55.11 ! 55.70 " 47.07 " 18.34 " 4.252"
Maximum 0.294" 0.000 0.000 0.000 1.545" 156.1 " 366.2 " 146.0 ! 166.3 " 133.4 " 67.73 " 7.929"
Minimum 0.000" 0.000 0.000 0.000 0.000" 15.71 " 19.43 " 24.49 ! 34.86 " 19.25 " 7.010" 2.300"
Total 2.624" 0.000 0.000 0.000 12.45 "1720 "2453 "1910 !1887 "1798 " 709.5 " 137.8 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 29.05 ! ! ... Not reviewed / Quality not known
Ann. Median 7.523! " ... Relative Uncertainty +/-10%
Annual Total 10631 !
Maximum Minimum
Daily 366.2 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 2.222" 0.689" 4.183" 0.176" 0.258" 8.429" 20.89 " 37.31 " 42.48 " 30.59 " 27.10 " 3.752" 1
2 2.099" 0.564" 2.785" 0.336" 0.256" 6.924" 16.85 " 35.18 " 51.10 " 66.18 " 24.36 " 3.544" 2
3 1.933" 0.434" 1.995" 0.638" 0.256" 6.064" 15.84 " 39.34 " 40.41 " 113.7 " 22.11 " 3.323" 3
4 1.879" 0.322" 1.472" 0.393" 0.260" 5.166" 12.03 " 33.33 " 32.25 " 87.45 " 19.92 " 3.096" 4
5 1.805" 0.311" 1.097" 0.334" 0.261" 4.509" 9.585" 28.41 " 28.18 " 70.72 " 18.00 " 2.908" 5
6 1.921" 0.368" 0.840" 0.296" 0.252" 4.747" 8.359" 25.11 " 26.38 " 82.87 " 16.50 " 2.721" 6
7 2.227" 0.339" 0.634" 0.451" 0.234" 5.182" 9.396" 22.45 " 35.93 " 100.2 " 15.04 " 2.594" 7
8 2.519" 0.321" 0.543" 0.404" 0.222" 4.216" 13.85 " 20.15 " 51.33 " 75.83 " 13.59 " 2.614" 8
9 2.591" 0.297" 0.462" 0.354" 0.218" 3.630" 10.09 " 18.43 " 41.27 " 60.86 " 12.90 " 2.711" 9
10 2.240" 0.256" 0.362" 0.360" 0.217" 3.369" 8.638" 16.84 " 33.30 " 51.51 " 12.59 " 2.746" 10
11 1.882" 0.273" 0.272" 0.322" 0.229" 3.501" 7.811" 15.34 " 28.25 " 43.67 " 13.72 " 2.868" 11
12 1.712" 0.303" 0.223" 0.308" 0.231" 4.428" 9.701" 14.18 " 24.63 " 38.10 " 18.60 " 2.523" 12
13 1.654" 0.236" 0.208" 0.270" 0.228" 4.909" 15.38 " 13.31 " 21.90 " 40.65 " 17.90 " 2.173" 13
14 1.952" 0.222" 0.202" 0.252" 0.200" 4.170" 27.67 " 12.49 " 20.38 " 51.20 " 14.80 " 1.894" 14
15 2.564" 0.271" 0.195" 0.239" 0.544" 3.570" 24.27 " 11.36 " 24.28 " 49.73 " 12.70 " 1.704" 15
16 2.246" 0.265" 0.185" 0.224" 3.470" 3.216" 18.73 " 10.49 " 23.90 " 37.99 " 11.13 " 1.777" 16
17 1.743" 0.260" 0.176" 0.215" 5.582" 3.035" 14.84 " 12.20 " 23.06 " 92.06 " 9.944" 1.849" 17
18 1.422" 0.220" 0.171" 0.206" 2.975" 2.921" 12.39 " 113.0 " 35.20 " 157.2 " 8.926" 1.733" 18
19 1.224" 0.178" 0.161" 0.189" 2.081" 2.823" 11.95 " 111.8 " 42.01 " 128.5 " 8.029" 1.571" 19
20 1.151" 0.162" 0.147" 0.189" 4.215" 2.773" 32.55 " 65.27 " 63.54 " 89.96 " 7.163" 1.423" 20
21 1.199" 0.154" 0.145" 0.194" 16.33 " 2.716" 67.68 " 47.37 " 67.29 " 73.45 " 6.557" 1.342" 21
22 1.208" 0.135" 0.144" 0.161" 7.918" 2.623" 55.55 " 36.43 " 59.92 " 61.27 " 6.224" 1.392" 22
23 1.066" 0.124" 0.140" 0.349" 8.675" 2.588" 40.54 " 31.03 " 51.95 " 51.05 " 5.848" 1.912" 23
24 0.938" 0.116" 0.111" 0.547" 7.622" 2.532" 60.45 " 32.23 " 55.56 " 44.02 " 5.349" 3.409" 24
25 1.499" 0.368" 0.114" 0.340" 5.095" 2.504" 80.58 " 28.97 " 44.54 " 39.72 " 4.904" 3.424" 25
26 2.421" 1.488" 0.113" 0.317" 4.191" 2.430" 55.88 " 25.00 " 35.13 " 36.61 " 4.765" 2.377" 26
27 2.165" 2.544" 0.105" 0.298" 13.46 " 2.426" 48.42 " 22.42 " 31.64 " 33.24 " 4.682" 1.918" 27
28 1.700" 4.405" 0.096" 0.287" 22.80 " 5.951" 63.52 " 20.95 " 41.56 " 30.99 " 4.445" 1.764" 28
29 1.374" 0.085" 0.273" 13.85 " 10.17 " 69.23 " 27.36 " 40.55 " 31.78 " 4.138" 1.668" 29
30 1.121" 0.070" 0.275" 11.26 " 26.78 " 65.92 " 67.08 " 33.55 " 34.40 " 3.917" 1.681" 30
31 0.895" 0.076" 11.80 " 48.08 " 57.41 " 30.66 " 1.664" 31
Mean 1.760" 0.558" 0.565" 0.307" 4.684" 4.943" 30.86 " 33.94 " 38.38 " 62.46 " 11.86 " 2.325"
Median 1.805" 0.285" 0.185" 0.297" 2.081" 3.600" 18.73 " 27.36 " 35.57 " 51.20 " 11.86 " 2.173"
Maximum 2.591" 4.405" 4.183" 0.638" 22.80 " 26.78 " 80.58 " 113.0 " 67.29 " 157.2 " 27.10 " 3.752"
Minimum 0.895" 0.116" 0.070" 0.161" 0.200" 2.426" 7.811" 10.49 " 20.38 " 30.59 " 3.917" 1.342"
Total 54.57 " 15.62 " 17.51 " 9.199" 145.2 " 148.3 " 956.7 "1052 "1152 "1936 " 355.8 " 72.07 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.21 " " ... Relative Uncertainty +/-10%
Ann. Median 3.752"
Annual Total 5915 "
Maximum Minimum
Daily 157.2 " 0.070"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 1.517" 0.538" 0.296" 0.510" 2.103" 3.012" 3.639" 32.73 " 33.59 " 29.84 " 23.76 " 2.873" 1
2 1.371" 0.489" 0.328" 0.778" 1.923" 2.657" 3.449" 59.00 " 30.18 " 27.36 " 25.39 " 2.642" 2
3 1.255" 0.453" 0.303" 0.742" 1.935" 2.387" 3.345" 123.4 " 27.75 " 25.67 " 26.48 " 2.508" 3
4 1.123" 0.430" 0.359" 0.621" 3.163" 2.202" 3.336" 135.1 " 26.01 " 24.06 " 21.76 " 3.484" 4
5 1.002" 0.400" 0.347" 0.548" 2.859" 2.151" 3.309" 108.4 " 24.20 " 22.37 " 17.73 " 4.216" 5
6 0.867" 0.357" 0.367" 0.514" 2.197" 4.259" 3.260" 77.57 " 22.64 " 20.69 " 15.07 " 3.929" 6
7 0.766" 0.342" 0.501" 0.464" 1.903" 4.909" 3.209" 62.95 " 22.62 " 20.01 " 13.46 " 3.584" 7
8 0.707" 0.314" 0.406" 0.423" 1.903" 10.50 " 3.149" 52.99 " 23.87 " 19.52 " 12.28 " 2.972" 8
9 0.891" 0.316" 0.360" 0.418" 1.888" 11.84 " 3.121" 44.71 " 24.10 " 20.60 " 11.06 " 2.371" 9
10 0.922" 0.387" 0.300" 0.643" 1.728" 12.92 " 5.866" 47.53 " 29.44 " 31.04 " 9.910" 2.004" 10
11 0.889" 0.353" 0.265" 0.737" 1.568" 19.15 " 8.788" 58.46 " 28.97 " 32.19 " 8.918" 1.783" 11
12 0.932" 0.964" 0.592" 0.617" 1.510" 12.48 " 16.97 " 50.47 " 24.55 " 26.02 " 8.488" 1.547" 12
13 0.722" 1.016" 0.515" 0.547" 1.724" 13.05 " 34.62 " 46.99 " 21.62 " 37.68 " 8.795" 1.409" 13
14 0.604" 0.798" 0.392" 0.529" 3.294" 14.85 " 38.35 " 43.76 " 19.57 " 46.61 " 8.148" 1.455" 14
15 0.628" 1.115" 0.344" 0.503" 2.753" 11.24 " 61.34 " 37.88 " 18.20 " 33.47 " 7.579" 1.576" 15
16 0.613" 0.810" 0.346" 0.471" 2.228" 8.732" 99.88 " 33.38 " 18.39 " 27.38 " 7.127" 1.433" 16
17 0.564" 0.711" 0.299" 0.450" 3.137" 7.340" 115.0 " 31.09 " 26.37 " 25.12 " 8.830" 1.347" 17
18 0.513" 0.646" 0.244" 0.416" 5.313" 6.459" 81.22 " 35.69 " 47.79 " 23.75 " 9.730" 1.338" 18
19 0.493" 0.560" 0.232" 1.994" 3.673" 5.789" 59.41 " 76.56 " 47.19 " 21.25 " 9.715" 1.256" 19
20 0.515" 0.507" 0.259" 1.968" 2.859" 5.144" 59.54 " 85.76 " 39.79 " 19.20 " 9.389" 1.171" 20
21 0.534" 0.476" 0.276" 1.093" 2.406" 4.638" 94.45 " 60.49 " 32.51 " 17.58 " 8.502" 1.148" 21
22 0.591" 0.448" 0.283" 1.759" 2.079" 4.325" 119.5 " 47.48 " 28.44 " 16.03 " 7.526" 1.233" 22
23 0.666" 0.414" 0.274" 5.097" 1.870" 4.181" 134.2 " 39.66 " 28.96 " 14.53 " 6.597" 1.232" 23
24 0.529" 0.357" 0.260" 4.448" 1.743" 4.018" 132.2 " 35.03 " 65.71 " 13.36 " 5.841" 1.083" 24
25 0.475" 0.318" 0.869" 3.156" 1.668" 3.886" 131.2 " 32.12 " 111.6 " 12.78 " 5.173" 0.912" 25
26 0.445" 0.292" 1.095" 3.037" 1.812" 3.754" 96.02 " 30.02 " 77.31 " 14.01 " 4.589" 0.836" 26
27 0.411" 0.292" 0.658" 4.151" 2.939" 3.612" 70.61 " 34.10 " 57.00 " 14.37 " 4.105" 0.800" 27
28 0.725" 0.260" 0.556" 3.459" 5.269" 3.548" 57.19 " 64.35 " 45.76 " 13.07 " 3.663" 0.745" 28
29 1.066" 0.472" 2.865" 5.599" 3.640" 49.10 " 59.27 " 37.79 " 17.43 " 3.334" 0.679" 29
30 0.687" 0.456" 2.321" 4.202" 3.752" 43.52 " 48.67 " 33.07 " 30.47 " 3.104" 0.645" 30
31 0.592" 0.479" 3.490" 37.25 " 39.34 " 28.16 " 0.641" 31
Mean 0.762" 0.513" 0.411" 1.509" 2.669" 6.681" 50.84 " 55.97 " 35.83 " 23.41 " 10.54 " 1.769"
Median 0.687" 0.439" 0.347" 0.690" 2.197" 4.481" 43.52 " 47.53 " 28.97 " 22.37 " 8.812" 1.409"
Maximum 1.517" 1.115" 1.095" 5.097" 5.599" 19.15 " 134.2 " 135.1 " 111.6 " 46.61 " 26.48 " 4.216"
Minimum 0.411" 0.260" 0.232" 0.416" 1.510" 2.151" 3.121" 30.02 " 18.20 " 12.78 " 3.104" 0.641"
Total 23.61 " 14.36 " 12.73 " 45.28 " 82.74 " 200.4 "1576 "1735 "1075 " 725.6 " 316.1 " 54.85 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.06 " " ... Relative Uncertainty +/-10%
Ann. Median 3.449"
Annual Total 5862 "
Maximum Minimum
Daily 135.1 " 0.232"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.648" 0.133" 0.250" 0.150" 0.324" 9.086" 55.15 " 147.8 " 52.59 " 65.25 " 20.76 " 10.37 " 1
2 0.671" 0.133" 0.196" 0.109" 0.289" 6.256" 100.6 " 330.7 " 48.51 " 55.10 " 22.78 " 10.02 " 2
3 0.641" 0.123" 0.167" 0.073" 0.259" 5.421" 290.7 " 377.2 # 46.64 " 45.88 " 22.48 " 9.508" 3
4 0.599" 0.106" 0.138" 0.048" 0.303" 8.535" 303.6 " 389.0 # 48.63 " 46.92 " 24.22 " 8.852" 4
5 0.560" 0.090" 0.131" 0.052" 0.358" 8.821" 161.4 " 293.2 " 48.87 " 78.56 " 55.76 " 8.187" 5
6 0.525" 0.081" 0.123" 0.031" 0.311" 6.483" 134.7 " 192.3 " 44.83 " 67.75 " 55.86 " 7.879" 6
7 0.472" 0.073" 0.116" 0.066" 0.304" 4.896" 102.7 " 144.6 " 52.75 " 52.41 " 36.73 " 7.683" 7
8 0.468" 0.075" 0.098" 0.107" 0.294" 4.047" 80.43 " 122.5 " 91.25 " 44.91 " 29.65 " 7.206" 8
9 0.484" 0.073" 0.090" 0.859" 0.293" 3.465" 71.31 " 108.1 " 157.9 " 39.36 " 26.06 " 6.620" 9
10 0.460" 0.060" 0.079" 2.360" 0.298" 4.204" 69.78 " 96.10 " 105.1 " 35.66 " 23.53 " 5.950" 10
11 0.438" 0.055" 0.063" 1.010" 0.285" 6.213" 58.89 " 85.41 " 78.09 " 32.97 " 21.58 " 5.490" 11
12 0.422" 0.050" 0.074" 0.571" 0.267" 6.353" 49.46 " 76.65 " 79.23 " 31.03 " 20.27 " 5.161" 12
13 0.379" 0.057" 0.068" 0.423" 0.258" 8.656" 47.62 " 69.30 " 113.7 " 29.13 " 26.70 " 4.776" 13
14 0.358" 0.055" 0.065" 0.336" 0.269" 21.89 " 46.10 " 63.78 " 262.5 " 27.80 " 42.76 " 4.386" 14
15 0.378" 0.049" 0.060" 0.282" 0.569" 39.19 " 46.07 " 59.30 " 256.9 " 27.56 " 47.92 " 3.987" 15
16 0.366" 0.056" 0.055" 0.245" 0.531" 47.64 " 98.42 " 55.22 " 186.2 " 26.54 " 37.67 " 3.563" 16
17 0.317" 0.061" 0.049" 0.219" 0.447" 38.93 " 141.6 " 52.26 " 135.2 " 24.95 " 30.61 " 3.056" 17
18 0.291" 0.054" 0.045" 0.200" 0.433" 27.72 " 131.8 " 68.09 " 140.6 " 27.14 " 27.09 " 3.022" 18
19 0.271" 0.041" 0.042" 0.188" 0.412" 20.61 " 116.7 " 78.25 " 131.9 " 65.25 " 24.05 " 3.569" 19
20 0.245" 0.037" 0.038" 0.219" 0.446" 16.24 " 103.2 " 75.12 " 114.6 " 95.64 " 21.00 " 3.322" 20
21 0.236" 0.028" 0.034" 0.267" 1.632" 13.48 " 84.95 " 61.76 " 94.73 " 76.49 " 18.47 " 2.831" 21
22 0.260" 0.030" 0.029" 0.243" 1.103" 30.55 " 71.15 " 54.93 " 82.42 " 53.33 " 16.62 " 2.527" 22
23 0.271" 0.022" 0.028" 0.279" 1.413" 157.7 " 62.97 " 51.85 " 73.79 " 40.78 " 15.37 " 2.435" 23
24 0.247" 0.013" 0.107" 0.300" 0.861" 119.1 " 90.89 " 45.45 " 67.26 " 34.37 " 14.67 " 3.090" 24
25 0.238" 0.117" 0.129" 0.271" 0.675" 141.1 " 97.95 " 40.95 " 61.90 " 30.84 " 14.76 " 5.678" 25
26 0.226" 1.461" 0.117" 0.271" 0.599" 101.8 " 101.7 " 61.75 " 57.29 " 28.19 " 15.09 " 8.760" 26
27 0.217" 0.634" 0.096" 0.306" 0.568" 114.1 " 125.0 " 122.1 " 52.96 " 26.12 " 13.97 " 9.054" 27
28 0.195" 0.366" 0.122" 0.300" 2.454" 126.4 " 95.71 " 96.18 " 48.98 " 24.43 " 12.66 " 6.775" 28
29 0.167" 0.171" 0.298" 3.778" 89.20 " 93.38 " 78.31 " 45.71 " 23.65 " 11.53 " 5.219" 29
30 0.143" 0.168" 0.318" 15.72 " 66.80 " 113.9 " 64.66 " 51.51 " 23.21 " 10.93 " 4.274" 30
31 0.134" 0.160" 12.44 " 100.3 " 56.15 " 21.90 " 3.826" 31
Mean 0.365" 0.148" 0.100" 0.347" 1.554" 41.83 " 104.8 " 116.7 # 94.42 " 42.04 " 25.39 " 5.712"
Median 0.358" 0.061" 0.096" 0.269" 0.433" 18.43 " 97.95 " 76.65 # 75.94 " 34.37 " 22.63 " 5.219"
Maximum 0.671" 1.461" 0.250" 2.360" 15.72 " 157.7 " 303.6 " 389.0 # 262.5 " 95.64 " 55.86 " 10.37 "
Minimum 0.134" 0.013" 0.028" 0.031" 0.258" 3.465" 46.07 " 40.95 # 44.83 " 21.90 " 10.93 " 2.435"
Total 11.33 " 4.131" 3.108" 10.40 " 48.19 "1255 "3248 "3619 #2833 "1303 " 761.6 " 177.1 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.37 # " ... Relative Uncertainty +/-10%
Ann. Median 8.187# # ... Relative Uncertainty +/-15%
Annual Total 13273 #
Maximum Minimum
Daily 389.0 # 0.013#
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 3.782" 0.490" 0.456" 0.511" 0.632" 5.869" 160.5 " 42.23 " 171.4 " 42.10 " 15.59 " 19.88 " 1
2 3.439" 0.512" 0.454" 0.532" 0.669" 4.705" 167.8 " 41.83 " 155.4 " 41.68 " 14.44 " 17.08 " 2
3 2.984" 0.545" 0.453" 0.684" 1.024" 4.151" 145.1 " 52.35 " 234.8 " 43.29 " 13.50 " 14.12 " 3
4 2.544" 0.556" 0.467" 0.638" 1.656" 3.842" 106.6 " 58.80 " 255.5 " 42.20 " 12.79 " 12.03 " 4
5 2.117" 0.536" 0.457" 0.596" 1.447" 3.603" 101.9 " 78.06 " 163.9 " 47.48 " 12.42 " 10.47 " 5
6 1.682" 0.582" 0.508" 0.529" 3.966" 3.317" 86.27 " 87.35 " 141.0 " 50.66 " 12.88 " 9.172" 6
7 1.377" 0.770" 0.494" 0.623" 3.872" 3.145" 68.98 " 111.0 " 116.9 " 44.24 " 19.86 " 8.243" 7
8 1.199" 1.279" 0.450" 0.677" 2.725" 2.920" 59.18 " 90.01 " 108.8 " 39.65 " 26.50 " 7.891" 8
9 1.059" 1.451" 0.527" 0.675" 2.040" 2.695" 52.25 " 104.4 " 207.5 " 37.42 " 21.92 " 8.778" 9
10 0.975" 1.001" 0.563" 0.654" 1.670" 2.582" 59.18 " 211.3 " 173.7 " 36.41 " 17.91 " 9.128" 10
11 0.902" 0.864" 0.544" 0.625" 1.477" 5.932" 73.02 " 212.4 " 124.4 " 35.51 " 15.56 " 8.359" 11
12 0.817" 0.763" 0.537" 0.583" 1.402" 44.29 " 61.62 " 191.1 " 107.5 " 34.77 " 13.76 " 7.430" 12
13 0.751" 0.751" 0.501" 0.575" 1.479" 77.04 " 82.02 " 132.0 " 98.34 " 34.98 " 12.84 " 6.600" 13
14 0.723" 0.776" 0.515" 0.566" 1.642" 53.73 " 135.1 " 159.9 " 92.65 " 33.59 " 14.15 " 5.855" 14
15 0.699" 0.828" 0.507" 0.536" 1.512" 61.14 " 91.63 " 181.1 " 84.19 " 32.06 " 14.58 " 5.276" 15
16 0.692" 0.835" 0.505" 0.534" 1.274" 67.20 " 75.38 " 196.5 " 78.32 " 30.96 " 14.63 " 4.763" 16
17 0.731" 0.808" 0.546" 0.554" 1.148" 68.50 " 131.2 " 137.4 " 73.99 " 29.82 " 14.75 " 4.179" 17
18 0.877" 0.758" 0.853" 0.590" 1.131" 89.18 " 117.4 " 108.2 " 69.95 " 28.56 " 15.39 " 3.836" 18
19 0.899" 0.710" 1.385" 0.648" 1.161" 62.27 " 88.09 " 95.40 " 65.91 " 27.36 " 25.42 " 3.758" 19
20 0.968" 0.664" 0.987" 0.592" 1.158" 43.65 " 88.15 " 86.20 " 62.26 " 26.04 " 50.87 " 3.590" 20
21 0.955" 0.623" 0.882" 0.578" 1.504" 66.06 " 71.43 " 78.12 " 61.63 " 24.70 " 38.08 " 3.412" 21
22 0.895" 0.598" 0.825" 0.567" 2.736" 71.10 " 59.34 " 71.35 " 84.52 " 23.82 " 28.00 " 3.196" 22
23 0.814" 0.565" 0.699" 0.552" 5.691" 46.39 " 51.79 " 65.64 " 90.36 " 22.84 " 23.91 " 3.022" 23
24 0.737" 0.539" 0.639" 0.528" 9.037" 67.07 " 46.68 " 63.95 " 71.01 " 21.80 " 20.91 " 2.920" 24
25 0.669" 0.491" 0.647" 0.498" 8.390" 84.49 " 44.55 " 92.37 " 61.28 " 21.39 " 18.37 " 2.788" 25
26 0.612" 0.441" 0.620" 0.473" 6.340" 69.42 " 51.46 " 157.8 " 56.22 " 21.06 " 16.25 " 2.635" 26
27 0.585" 0.414" 0.574" 0.519" 4.867" 77.31 " 53.60 " 129.4 " 53.56 " 20.82 " 14.45 " 2.390" 27
28 0.590" 0.409" 0.561" 0.847" 4.537" 211.9 " 57.27 " 232.6 " 50.87 " 20.30 " 12.93 " 2.157" 28
29 0.541" 0.434" 0.553" 0.668" 7.622" 201.0 " 72.45 " 188.7 " 47.32 " 19.23 " 12.82 " 2.187" 29
30 0.512" 0.540" 0.623" 9.067" 149.1 " 59.15 " 126.8 " 44.48 " 17.93 " 16.38 " 2.207" 30
31 0.490" 0.516" 7.581" 48.60 " 160.5 " 16.73 " 2.085" 31
Mean 1.181" 0.689" 0.605" 0.592" 3.241" 55.12 " 82.83 " 120.8 " 106.9 " 31.27 " 18.73 " 6.434"
Median 0.877" 0.623" 0.540" 0.580" 1.656" 57.43 " 72.45 " 108.2 " 87.44 " 30.96 " 15.47 " 4.763"
Maximum 3.782" 1.451" 1.385" 0.847" 9.067" 211.9 " 167.8 " 232.6 " 255.5 " 50.66 " 50.87 " 19.88 "
Minimum 0.490" 0.409" 0.450" 0.473" 0.632" 2.582" 44.55 " 41.83 " 44.48 " 16.73 " 12.42 " 2.085"
Total 36.62 " 19.99 " 18.77 " 17.77 " 100.5 "1654 "2568 "3745 "3207 " 969.4 " 561.9 " 199.4 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.79 " " ... Relative Uncertainty +/-10%
Ann. Median 8.374"
Annual Total 13098 "
Maximum Minimum
Daily 255.5 " 0.409"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 2.054" 0.518" 0.500" 0.632" 0.985" 6.200" 30.39 " 126.6 " 45.15 " 54.41 " 20.68 " 4.319" 1
2 2.130" 0.496" 0.475" 0.631" 1.556" 5.510" 73.52 " 90.35 " 37.73 " 74.81 " 19.22 " 3.913" 2
3 1.964" 0.481" 0.461" 0.759" 1.405" 4.958" 71.07 " 72.42 " 34.09 " 61.61 " 16.53 " 3.544" 3
4 1.744" 0.444" 0.456" 0.738" 1.320" 4.368" 44.01 " 89.57 " 90.73 " 45.63 " 14.44 " 3.214" 4
5 1.519" 0.453" 0.460" 0.779" 1.338" 3.961" 32.78 " 104.8 " 124.1 " 38.52 " 12.88 " 2.943" 5
6 1.319" 12.68 " 0.436" 0.761" 1.297" 3.554" 26.38 " 121.1 " 91.06 " 34.24 " 11.89 " 2.696" 6
7 1.132" 10.23 " 0.461" 0.735" 1.253" 3.235" 21.87 " 126.4 " 117.0 " 32.56 " 11.08 " 2.475" 7
8 1.008" 5.206" 0.480" 0.933" 1.176" 3.445" 18.64 " 110.5 " 142.5 " 32.92 " 10.05 " 2.265" 8
9 0.901" 3.639" 0.462" 0.861" 1.104" 4.495" 16.86 " 116.2 " 104.5 " 31.97 " 12.74 " 2.298" 9
10 0.818" 2.453" 0.447" 0.819" 1.015" 4.526" 25.00 " 99.52 " 78.65 " 29.53 " 43.71 " 2.508" 10
11 0.760" 1.726" 0.442" 0.806" 0.931" 4.256" 44.67 " 77.84 " 66.20 " 27.31 " 40.93 " 2.430" 11
12 0.727" 1.308" 0.428" 0.849" 0.904" 3.756" 79.05 " 126.4 " 61.36 " 25.46 " 28.81 " 2.227" 12
13 0.708" 1.053" 0.432" 0.799" 0.912" 3.412" 61.30 " 125.7 " 61.66 " 23.67 " 26.93 " 2.096" 13
14 0.725" 0.899" 0.440" 0.773" 0.899" 3.111" 41.66 " 87.83 " 53.50 " 22.16 " 23.87 " 1.966" 14
15 0.894" 0.809" 0.409" 0.729" 0.863" 3.420" 36.92 " 75.78 " 47.91 " 21.13 " 19.32 " 1.881" 15
16 0.984" 0.699" 0.410" 0.681" 0.816" 17.38 " 46.31 " 85.75 " 57.14 " 20.40 " 16.32 " 1.669" 16
17 0.907" 0.695" 0.440" 0.646" 0.765" 22.05 " 45.34 " 76.22 " 91.21 " 19.33 " 14.75 " 1.455" 17
18 1.020" 0.694" 0.488" 0.688" 8.674" 17.56 " 33.18 " 61.74 " 88.41 " 18.56 " 13.71 " 1.292" 18
19 0.908" 0.666" 1.616" 0.755" 19.21 " 15.12 " 27.78 " 53.01 " 74.60 " 18.05 " 12.55 " 1.168" 19
20 0.752" 0.682" 1.153" 0.938" 15.62 " 12.40 " 24.53 " 47.10 " 61.36 " 17.27 " 11.38 " 1.125" 20
21 0.668" 0.658" 0.861" 0.928" 10.49 " 9.931" 22.29 " 42.21 " 52.33 " 16.45 " 10.19 " 1.091" 21
22 0.643" 0.586" 0.759" 0.894" 7.120" 8.391" 38.85 " 38.48 " 45.72 " 15.71 " 9.074" 1.048" 22
23 0.706" 0.584" 0.696" 0.909" 5.387" 7.350" 59.83 " 35.41 " 43.87 " 15.33 " 8.051" 1.011" 23
24 0.696" 0.573" 0.698" 0.859" 4.423" 6.544" 42.32 " 33.64 " 43.99 " 15.46 " 7.076" 0.962" 24
25 0.626" 0.574" 0.782" 0.810" 3.810" 6.627" 32.96 " 53.98 " 39.10 " 17.35 " 6.467" 0.854" 25
26 0.592" 0.562" 0.744" 0.753" 3.358" 9.586" 49.12 " 64.63 " 34.94 " 17.82 " 6.320" 0.743" 26
27 0.577" 0.540" 0.720" 0.697" 3.689" 35.88 " 91.09 " 47.93 " 32.86 " 27.48 " 5.921" 0.679" 27
28 0.560" 0.520" 0.660" 0.679" 9.414" 58.19 " 100.9 " 38.89 " 32.21 " 30.25 " 5.467" 0.699" 28
29 0.526" 0.615" 0.679" 13.48 " 43.68 " 193.2 " 45.51 " 32.42 " 24.62 " 4.938" 0.684" 29
30 0.504" 0.657" 0.673" 10.63 " 33.19 " 230.0 " 63.39 " 48.18 " 20.61 " 4.645" 0.609" 30
31 0.519" 0.668" 7.648" 157.9 " 57.09 " 19.22 " 0.575" 31
Mean 0.955" 1.801" 0.605" 0.773" 4.565" 12.20 " 58.70 " 77.29 " 64.48 " 28.06 " 15.00 " 1.821"
Median 0.760" 0.674" 0.480" 0.760" 1.405" 6.372" 42.32 " 75.78 " 55.32 " 23.67 " 12.65 " 1.669"
Maximum 2.130" 12.68 " 1.616" 0.938" 19.21 " 58.19 " 230.0 " 126.6 " 142.5 " 74.81 " 43.71 " 4.319"
Minimum 0.504" 0.444" 0.409" 0.631" 0.765" 3.111" 16.86 " 33.64 " 32.21 " 15.33 " 4.645" 0.575"
Total 29.59 " 50.43 " 18.76 " 23.19 " 141.5 " 366.1 "1820 "2396 "1934 " 869.8 " 450.0 " 56.44 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.34 " " ... Relative Uncertainty +/-10%
Ann. Median 4.938"
Annual Total 8156 "
Maximum Minimum
Daily 230.0 " 0.409"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.599" 0.244" 0.099" 0.114" 0.171" 12.39 " 103.1 " 23.99 " 26.10 " 22.61 " 4.205" 2.437" 1
2 0.598" 0.346" 0.097" 0.113" 0.168" 23.39 " 140.7 " 22.81 " 30.79 " 21.50 " 4.024" 2.197" 2
3 0.624" 0.378" 0.098" 0.099" 0.161" 20.23 " 126.4 " 24.31 " 33.72 " 19.35 " 3.790" 2.001" 3
4 0.629" 0.309" 0.095" 0.098" 0.150" 13.18 " 114.5 " 104.7 " 30.55 " 17.43 " 3.577" 1.730" 4
5 0.607" 0.336" 0.083" 0.103" 0.182" 9.369" 84.70 " 114.3 " 25.70 " 15.76 " 3.293" 1.461" 5
6 0.599" 0.389" 0.085" 0.104" 0.165" 7.093" 82.24 " 73.09 " 23.73 " 15.09 " 3.000" 1.258" 6
7 0.599" 0.388" 0.082" 0.122" 0.152" 6.499" 74.71 " 55.55 " 25.40 " 13.94 " 2.711" 1.052" 7
8 0.565" 0.398" 0.079" 0.099" 0.141" 8.352" 93.21 " 45.59 " 23.78 " 12.85 " 2.464" 0.873" 8
9 0.539" 0.366" 0.105" 0.106" 0.144" 12.29 " 131.5 " 43.14 " 20.48 " 11.80 " 2.356" 0.717" 9
10 0.507" 0.332" 0.088" 0.095" 0.153" 10.49 " 121.2 " 107.2 " 34.95 " 11.03 " 2.233" 0.611" 10
11 0.487" 0.288" 0.064" 0.081" 0.160" 10.84 " 107.6 " 114.0 " 84.35 " 10.22 " 2.126" 0.568" 11
12 0.458" 0.251" 0.048" 0.060" 0.179" 10.18 " 91.23 " 84.18 " 63.81 " 9.737" 2.003" 0.573" 12
13 0.436" 0.237" 0.044" 0.054" 0.206" 8.301" 86.72 " 67.23 " 42.39 " 9.725" 1.836" 0.561" 13
14 0.425" 0.242" 0.044" 0.108" 0.231" 6.820" 105.2 " 54.89 " 34.67 " 12.35 " 1.623" 0.503" 14
15 0.447" 0.221" 0.052" 0.087" 0.223" 5.790" 89.59 " 46.90 " 30.41 " 14.02 " 1.427" 0.452" 15
16 0.465" 0.205" 0.035" 0.091" 0.223" 5.019" 75.33 " 40.82 " 27.12 " 12.18 " 1.239" 0.415" 16
17 0.457" 0.186" 0.031" 0.090" 0.227" 4.572" 68.64 " 36.45 " 24.71 " 10.55 " 1.153" 0.409" 17
18 0.437" 0.165" 0.033" 0.076" 0.216" 4.515" 57.85 " 33.37 " 22.74 " 9.224" 1.150" 0.360" 18
19 0.402" 0.159" 0.033" 0.059" 0.210" 7.648" 48.21 " 31.14 " 20.77 " 8.222" 1.102" 0.400" 19
20 0.370" 0.151" 0.064" 0.052" 0.330" 25.45 " 40.78 " 29.12 " 19.20 " 7.405" 1.070" 0.363" 20
21 0.325" 0.152" 0.117" 0.072" 0.410" 61.04 " 35.90 " 27.77 " 17.77 " 6.674" 1.021" 0.374" 21
22 0.306" 0.148" 0.128" 0.094" 1.793" 73.57 " 48.07 " 28.65 " 16.52 " 6.174" 0.932" 0.329" 22
23 0.293" 0.144" 0.072" 0.110" 2.245" 59.24 " 54.97 " 28.00 " 15.57 " 6.028" 0.904" 0.299" 23
24 0.340" 0.140" 0.120" 0.155" 2.102" 46.46 " 54.14 " 26.02 " 14.92 " 5.898" 1.005" 0.266" 24
25 0.463" 0.144" 0.146" 0.233" 1.547" 44.42 " 45.98 " 24.31 " 14.33 " 5.785" 1.776" 0.264" 25
26 0.426" 0.140" 0.157" 0.222" 0.903" 35.02 " 36.86 " 23.07 " 13.83 " 5.647" 4.804" 0.291" 26
27 0.378" 0.114" 0.114" 0.218" 0.735" 45.39 " 32.29 " 22.50 " 13.94 " 5.394" 6.663" 0.312" 27
28 0.325" 0.110" 0.118" 0.189" 0.643" 49.26 " 29.99 " 22.23 " 14.29 " 5.166" 5.316" 0.302" 28
29 0.267" 0.109" 0.179" 3.748" 35.01 " 28.66 " 21.45 " 14.44 " 4.891" 4.471" 0.250" 29
30 0.247" 0.124" 0.175" 7.229" 30.55 " 26.90 " 22.53 " 18.14 " 4.586" 3.161" 0.214" 30
31 0.237" 0.115" 7.083" 25.34 " 23.14 " 4.393" 0.178" 31
Mean 0.447" 0.239" 0.086" 0.115" 1.040" 23.08 " 72.98 " 45.89 " 26.64 " 10.50 " 2.548" 0.710"
Median 0.447" 0.229" 0.088" 0.101" 0.223" 12.34 " 74.71 " 31.14 " 23.75 " 9.737" 2.180" 0.415"
Maximum 0.629" 0.398" 0.157" 0.233" 7.229" 73.57 " 140.7 " 114.3 " 84.35 " 22.61 " 6.663" 2.437"
Minimum 0.237" 0.110" 0.031" 0.052" 0.141" 4.515" 25.34 " 21.45 " 13.83 " 4.393" 0.904" 0.178"
Total 13.86 " 6.683" 2.677" 3.458" 32.23 " 692.4 "2262 "1422 " 799.1 " 325.6 " 76.44 " 22.02 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.51 " " ... Relative Uncertainty +/-10%
Ann. Median 1.623"
Annual Total 5659 "
Maximum Minimum
Daily 140.7 " 0.031"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.154" 0.005" 0.000 0.000 0.000 0.396" 4.151" 96.01 " 43.04 " 21.11 " 29.31 " 5.308" 1
2 0.154" 0.005" 0.000 0.000 0.000 0.430" 3.659" 75.60 " 38.85 " 19.82 " 31.29 " 4.593" 2
3 0.142" 0.004" 0.000 0.000 0.000 0.377" 3.244" 62.47 " 53.42 " 18.69 " 25.26 " 3.803" 3
4 0.149" 0.004" 0.000 0.000 0.000 0.339" 2.914" 52.16 " 72.94 " 18.66 " 19.81 " 3.254" 4
5 0.153" 0.001" 0.000 0.000 0.000 0.421" 2.836" 44.03 " 59.49 " 20.35 " 16.30 " 2.872" 5
6 0.147" 0.000" 0.000 0.000 0.000 1.682" 5.088" 38.09 " 68.61 " 21.25 " 14.31 " 2.494" 6
7 0.116" 0.000 0.000 0.000 0.000 1.761" 8.412" 33.81 " 94.10 " 19.46 " 14.95 " 2.120" 7
8 0.111" 0.000 0.000 0.000 0.000 2.576" 19.68 " 31.68 " 73.00 " 17.88 " 18.66 " 1.877" 8
9 0.106" 0.000 0.000 0.000 0.000 11.27 " 44.94 " 49.02 " 57.07 " 17.10 " 23.51 " 1.677" 9
10 0.114" 0.000 0.000 0.000 0.000 18.98 " 48.02 " 64.00 " 49.14 " 16.90 " 19.75 " 1.486" 10
11 0.099" 0.000 0.000 0.000 0.000 12.54 " 36.91 " 53.28 " 43.21 " 21.03 " 15.92 " 1.271" 11
12 0.071" 0.000 0.000 0.000 0.549" 8.121" 46.83 " 52.22 " 54.29 " 29.87 " 13.43 " 1.164" 12
13 0.053" 0.000 0.000 0.000 0.562" 5.739" 64.61 " 92.40 " 110.7 " 25.48 " 11.47 " 1.216" 13
14 0.058" 0.000 0.000 0.000 0.253" 4.245" 64.85 " 91.52 " 88.37 " 19.90 " 10.04 " 1.405" 14
15 0.053" 0.000 0.000 0.000 0.166" 3.200" 80.17 " 63.54 " 65.81 " 16.75 " 8.950" 1.747" 15
16 0.039" 0.000 0.000 0.000 0.136" 2.555" 71.73 " 51.58 " 55.25 " 15.02 " 8.049" 1.875" 16
17 0.033" 0.000 0.000 0.000 0.467" 2.124" 52.42 " 57.95 " 47.39 " 21.76 " 7.342" 1.725" 17
18 0.074" 0.000 0.000 0.000 0.491" 1.769" 38.34 " 68.21 " 42.69 " 83.19 " 6.670" 1.428" 18
19 0.043" 0.000 0.000 0.000 0.275" 1.516" 42.49 " 57.74 " 41.61 " 96.18 " 6.131" 1.183" 19
20 0.006" 0.000 0.000 0.000 0.215" 1.582" 124.9 " 73.71 " 43.52 " 55.28 " 5.574" 1.213" 20
21 0.002" 0.000 0.000 0.000 0.276" 1.693" 182.0 " 70.11 " 40.16 " 36.03 " 5.011" 1.341" 21
22 0.001" 0.000 0.000 0.000 0.782" 1.727" 119.0 " 58.80 " 35.12 " 28.59 " 4.473" 1.296" 22
23 0.001" 0.000 0.000 0.000 3.078" 2.552" 78.36 " 59.68 " 31.93 " 24.54 " 3.953" 1.086" 23
24 0.000" 0.000 0.000 0.000 1.117" 3.566" 68.18 " 74.92 " 29.56 " 21.51 " 3.646" 1.029" 24
25 0.000" 0.000 0.000 0.000 0.673" 7.343" 127.4 " 86.61 " 27.55 " 18.80 " 3.446" 0.989" 25
26 0.001" 0.000 0.000 0.000 0.511" 12.31 " 150.8 " 101.4 " 25.76 " 16.69 " 3.738" 0.858" 26
27 0.001" 0.000 0.000 0.000 0.442" 10.61 " 110.6 " 97.06 " 24.56 " 15.02 " 4.977" 0.739" 27
28 0.000" 0.000 0.000 0.000 0.457" 7.577" 89.53 " 71.69 " 24.12 " 13.65 " 6.241" 1.834" 28
29 0.002" 0.000 0.000 0.416" 5.840" 139.2 " 59.39 " 23.46 " 12.54 " 6.027" 2.978" 29
30 0.005" 0.000 0.000 0.392" 4.812" 204.6 " 54.94 " 22.46 " 17.55 " 5.786" 2.012" 30
31 0.007" 0.000 0.380" 130.5 " 49.93 " 30.38 " 1.345" 31
Mean 0.061" 0.001" 0.000 0.000 0.375" 4.655" 69.88 " 64.31 " 49.57 " 26.16 " 11.80 " 1.910"
Median 0.053" 0.000" 0.000 0.000 0.275" 2.565" 64.61 " 59.68 " 43.37 " 19.90 " 8.500" 1.486"
Maximum 0.154" 0.005" 0.000 0.000 3.078" 18.98 " 204.6 " 101.4 " 110.7 " 96.18 " 31.29 " 5.308"
Minimum 0.000" 0.000" 0.000 0.000 0.000" 0.339" 2.836" 31.68 " 22.46 " 12.54 " 3.446" 0.739"
Total 1.895" 0.019" 0.000 0.000 11.64 " 139.6 "2166 "1994 "1487 " 811.0 " 354.0 " 59.22 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.25 " " ... Relative Uncertainty +/-10%
Ann. Median 1.875"
Annual Total 7025 "
Maximum Minimum
Daily 204.6 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.981" 0.207" 0.000 0.000 0.000 0.666" 80.77 " 209.1 " 58.60 " 74.93 " 22.44 " 21.08 " 1
2 0.734" 0.144" 0.000 0.000 0.000 0.450" 56.30 " 201.3 " 52.94 " 69.26 " 21.42 " 24.17 " 2
3 0.597" 0.098" 0.000 0.000 0.000 0.359" 88.45 " 172.1 " 53.03 " 63.72 " 20.17 " 20.52 " 3
4 0.563" 0.070" 0.000 0.000 0.000 0.304" 114.3 " 171.2 " 64.50 " 58.75 " 18.74 " 16.02 " 4
5 0.491" 0.053" 0.000 0.000 0.120" 0.274" 78.75 " 159.5 " 56.78 " 54.28 " 17.45 " 13.50 " 5
6 0.441" 0.041" 0.000 0.000 0.307" 0.262" 56.05 " 149.8 " 54.74 " 50.24 " 20.66 " 11.78 " 6
7 0.394" 0.035" 0.000 0.000 0.141" 0.253" 42.41 " 118.8 " 61.06 " 46.58 " 27.06 " 10.43 " 7
8 0.361" 0.046" 0.000 0.000 0.336" 0.244" 50.57 " 103.8 " 58.39 " 43.35 " 24.67 " 9.257" 8
9 0.333" 0.042" 0.000 0.000 0.431" 0.258" 52.07 " 87.07 " 59.16 " 41.11 " 20.26 " 8.245" 9
10 0.320" 0.015" 0.000 0.000 0.586" 0.319" 36.81 " 78.94 " 61.41 " 45.66 " 17.17 " 7.470" 10
11 0.297" 0.005" 0.000 0.000 0.304" 0.295" 29.36 " 104.6 " 88.94 " 56.67 " 15.14 " 7.208" 11
12 0.291" 0.001" 0.000 0.000 0.221" 0.380" 26.27 " 102.3 " 79.71 " 47.86 " 13.75 " 10.48 " 12
13 0.292" 0.000 0.000 0.000 0.189" 0.395" 29.25 " 157.1 " 63.99 " 40.16 " 13.13 " 11.52 " 13
14 0.281" 0.000 0.000 0.000 0.168" 0.335" 28.17 " 171.1 " 61.25 " 37.01 " 13.26 " 10.36 " 14
15 0.254" 0.000 0.000 0.000 0.162" 0.686" 25.45 " 122.6 " 106.3 " 35.11 " 22.66 " 8.494" 15
16 0.224" 0.000 0.000 0.000 0.160" 1.084" 39.72 " 102.4 " 161.9 " 33.42 " 63.08 " 6.971" 16
17 0.196" 0.000 0.000 0.000 0.167" 1.003" 69.99 " 86.57 " 121.9 " 31.56 " 63.30 " 5.950" 17
18 0.182" 0.000 0.000 0.000 0.156" 2.771" 109.9 " 74.82 " 144.3 " 30.30 " 37.42 " 5.123" 18
19 0.172" 0.000 0.000 0.000 0.163" 3.267" 146.2 " 66.95 " 150.8 " 29.24 " 27.26 " 4.416" 19
20 0.160" 0.000 0.000 0.000 0.160" 16.21 " 99.93 " 75.13 " 110.6 " 28.13 " 22.22 " 3.870" 20
21 0.148" 0.000 0.000 0.000 0.160" 26.84 " 81.51 " 131.8 " 92.07 " 34.50 " 18.56 " 3.374" 21
22 0.134" 0.000 0.000 0.000 0.161" 31.27 " 89.08 " 109.9 " 154.7 " 63.93 " 15.87 " 2.997" 22
23 0.108" 0.000 0.000 0.000 0.162" 25.21 " 109.2 " 83.41 " 161.0 " 69.95 " 14.00 " 2.779" 23
24 0.108" 0.000 0.000 0.000 0.157" 18.39 " 124.9 " 93.08 " 112.2 " 64.24 " 12.88 " 2.562" 24
25 0.116" 0.000 0.000 0.000 0.145" 13.52 " 145.7 " 106.1 " 94.08 " 52.27 " 11.96 " 2.367" 25
26 0.108" 0.000 0.000 0.000 0.141" 10.07 " 103.9 " 82.74 " 86.18 " 40.00 " 11.17 " 2.190" 26
27 0.125" 0.000 0.000 0.000 0.132" 24.38 " 92.57 " 82.11 " 136.2 " 33.64 " 10.56 " 2.007" 27
28 0.112" 0.000 0.000 0.000 0.146" 58.35 " 129.5 " 87.54 " 140.3 " 30.11 " 10.01 " 1.807" 28
29 0.195" 0.000 0.000 0.000 0.153" 55.61 " 123.1 " 78.59 " 98.83 " 27.47 " 9.395" 1.668" 29
30 0.298" 0.000 0.000 0.171" 63.98 " 301.1 " 67.39 " 82.36 " 25.46 " 12.52 " 1.528" 30
31 0.236" 0.000 1.827" 297.2 " 61.42 " 23.76 " 1.336" 31
Mean 0.299" 0.026" 0.000 0.000 0.230" 11.91 " 92.21 " 112.9 " 94.27 " 44.60 " 20.94 " 7.789"
Median 0.254" 0.000" 0.000 0.000 0.160" 0.845" 81.51 " 102.4 " 87.56 " 41.11 " 18.00 " 6.971"
Maximum 0.981" 0.207" 0.000 0.000 1.827" 63.98 " 301.1 " 209.1 " 161.9 " 74.93 " 63.30 " 24.17 "
Minimum 0.108" 0.000" 0.000 0.000 0.000" 0.244" 25.45 " 61.42 " 52.94 " 23.76 " 9.395" 1.336"
Total 9.254" 0.754" 0.000 0.000 7.126" 357.4 "2858 "3499 "2828 "1383 " 628.2 " 241.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.28 " " ... Relative Uncertainty +/-10%
Ann. Median 4.143"
Annual Total 11813 "
Maximum Minimum
Daily 301.1 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 1.135" 0.107" 0.086" 0.315" 0.738" 12.78 " 7.439" 17.20 " 43.84 " 21.01 " 8.151" 3.925" 1
2 0.955" 0.089" 0.079" 0.258" 0.569" 18.41 " 7.020" 15.35 " 74.92 " 20.64 " 7.622" 3.377" 2
3 0.791" 0.104" 0.060" 0.229" 0.664" 22.09 " 7.246" 14.92 " 67.48 " 19.54 " 7.034" 2.907" 3
4 0.666" 0.131" 0.034" 0.286" 0.544" 30.85 " 8.332" 31.95 " 53.24 " 18.22 " 6.605" 2.582" 4
5 0.560" 0.114" 0.039" 0.330" 0.508" 37.01 " 8.407" 60.42 " 48.14 " 16.96 " 6.520" 2.344" 5
6 0.486" 0.088" 0.044" 0.279" 0.467" 36.60 " 12.46 " 68.93 " 72.96 " 15.87 " 6.091" 2.091" 6
7 0.447" 0.077" 0.025" 0.267" 0.435" 31.07 " 28.96 " 63.97 " 71.15 " 15.07 " 5.686" 1.855" 7
8 0.406" 0.083" 0.017" 0.269" 0.417" 28.72 " 30.24 " 52.11 " 62.83 " 16.23 " 5.357" 1.626" 8
9 0.373" 0.118" 0.016" 0.199" 0.402" 46.26 " 23.33 " 97.24 " 87.11 " 37.93 " 5.028" 1.404" 9
10 0.372" 0.116" 0.009" 0.122" 0.392" 40.86 " 20.19 " 162.4 " 86.38 " 71.36 " 4.621" 1.240" 10
11 0.353" 0.049" 0.005" 1.439" 0.422" 31.82 " 16.54 " 106.2 " 68.74 " 77.27 " 4.274" 1.108" 11
12 0.358" 0.033" 0.001" 0.690" 0.573" 31.37 " 14.23 " 74.28 " 56.57 " 49.28 " 4.124" 0.981" 12
13 0.336" 0.029" 0.000" 0.494" 0.591" 26.31 " 19.14 " 58.53 " 51.31 " 36.67 " 4.093" 0.851" 13
14 0.305" 0.029" 0.000 0.420" 0.546" 20.29 " 38.67 " 52.80 " 46.98 " 31.10 " 3.958" 0.780" 14
15 0.287" 0.025" 0.000 0.372" 0.534" 16.30 " 34.26 " 144.0 " 42.41 " 27.24 " 3.791" 0.692" 15
16 0.265" 0.019" 0.000 0.339" 0.525" 13.69 " 24.71 " 188.1 " 38.58 " 23.87 " 3.416" 0.724" 16
17 0.223" 0.014" 0.066" 0.310" 0.515" 11.88 " 19.60 " 110.5 " 35.82 " 21.19 " 3.030" 0.710" 17
18 0.222" 0.021" 0.149" 0.294" 1.220" 10.54 " 16.74 " 80.60 " 34.27 " 19.00 " 2.760" 0.670" 18
19 0.261" 0.026" 0.129" 0.288" 1.234" 9.864" 14.81 " 65.73 " 35.07 " 17.11 " 2.505" 0.670" 19
20 0.314" 0.374" 0.102" 0.325" 0.807" 11.03 " 13.42 " 55.55 " 36.12 " 15.36 " 2.333" 0.701" 20
21 0.301" 0.301" 0.060" 0.412" 0.699" 14.37 " 12.27 " 48.52 " 33.77 " 13.92 " 3.376" 0.664" 21
22 0.260" 0.207" 0.054" 0.401" 0.643" 15.28 " 11.41 " 43.74 " 30.86 " 12.78 " 6.047" 0.574" 22
23 0.236" 0.194" 0.048" 0.371" 1.808" 14.45 " 10.81 " 39.85 " 28.81 " 11.89 " 7.389" 0.507" 23
24 0.204" 0.354" 0.020" 0.342" 1.298" 14.00 " 13.24 " 36.29 " 32.97 " 11.30 " 8.164" 0.488" 24
25 0.189" 0.346" 0.025" 0.331" 1.556" 12.26 " 29.86 " 33.45 " 36.54 " 11.10 " 7.282" 0.468" 25
26 0.221" 0.254" 0.028" 0.325" 3.564" 10.88 " 37.01 " 31.07 " 31.83 " 10.67 " 7.220" 0.426" 26
27 0.212" 0.194" 0.067" 0.418" 4.027" 9.770" 32.71 " 33.03 " 28.09 " 10.36 " 6.969" 0.440" 27
28 0.190" 0.124" 0.055" 0.393" 3.334" 8.929" 32.08 " 56.22 " 25.60 " 10.19 " 6.177" 0.437" 28
29 0.179" 0.544" 0.430" 2.499" 8.342" 26.92 " 74.35 " 23.51 " 9.725" 5.321" 0.393" 29
30 0.189" 0.839" 0.618" 2.749" 7.911" 23.80 " 54.29 " 21.88 " 9.059" 4.581" 0.365" 30
31 0.155" 0.429" 5.988" 20.00 " 42.10 " 8.563" 0.348" 31
Mean 0.369" 0.129" 0.098" 0.386" 1.299" 20.13 " 19.87 " 64.96 " 46.93 " 22.27 " 5.317" 1.173"
Median 0.301" 0.105" 0.044" 0.330" 0.643" 14.86 " 19.14 " 55.55 " 40.50 " 16.96 " 5.339" 0.710"
Maximum 1.135" 0.374" 0.839" 1.439" 5.988" 46.26 " 38.67 " 188.1 " 87.11 " 77.27 " 8.164" 3.925"
Minimum 0.155" 0.014" 0.000" 0.122" 0.392" 7.911" 7.020" 14.92 " 21.88 " 8.563" 2.333" 0.348"
Total 11.45 " 3.620" 3.028" 11.57 " 40.27 " 603.9 " 615.9 "2014 "1408 " 690.5 " 159.5 " 36.35 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.34 " " ... Relative Uncertainty +/-10%
Ann. Median 3.377"
Annual Total 5598 "
Maximum Minimum
Daily 188.1 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.334" 0.000" 0.000" 0.034" 0.234" 0.653" 11.73 " 39.92 " 81.81 " 108.8 " 12.24 " 4.734" 1
2 0.317" 0.001" 0.000" 0.023" 0.216" 0.651" 10.29 " 40.67 " 138.1 " 90.04 " 11.96 " 5.247" 2
3 0.297" 0.007" 0.000" 0.015" 0.200" 0.628" 9.387" 33.55 " 147.5 " 69.95 " 11.56 " 5.295" 3
4 0.291" 0.003" 0.000" 0.010" 0.189" 1.177" 11.10 " 28.29 " 119.2 " 57.07 " 10.94 " 4.534" 4
5 0.255" 0.000" 0.000" 0.009" 0.257" 1.318" 18.38 " 32.34 " 85.22 " 49.49 " 10.37 " 3.830" 5
6 0.210" 0.000" 0.000" 0.016" 0.263" 0.963" 24.57 " 51.96 " 67.08 " 44.34 " 10.24 " 3.935" 6
7 0.186" 0.000" 0.000" 0.041" 0.257" 1.028" 29.27 " 47.36 " 55.73 " 39.74 " 10.04 " 4.451" 7
8 0.143" 0.000" 0.000" 0.170" 0.276" 5.440" 23.41 " 41.26 " 48.09 " 36.08 " 9.455" 4.249" 8
9 0.150" 0.000" 0.000" 0.179" 1.051" 11.20 " 16.96 " 37.00 " 42.19 " 33.01 " 8.660" 3.674" 9
10 0.190" 0.000" 0.000" 0.154" 0.610" 24.84 " 13.97 " 34.09 " 37.53 " 30.68 " 7.838" 3.344" 10
11 0.180" 0.000" 0.051" 0.129" 0.478" 35.03 " 12.15 " 45.61 " 34.08 " 29.41 " 7.016" 3.192" 11
12 0.132" 0.000" 0.314" 0.115" 0.461" 28.05 " 10.83 " 43.66 " 31.55 " 29.26 " 6.391" 2.762" 12
13 0.196" 0.000" 0.181" 0.109" 0.503" 20.48 " 9.831" 34.09 " 32.36 " 30.69 " 8.087" 2.337" 13
14 0.345" 0.000" 0.076" 0.104" 0.534" 19.66 " 8.902" 27.98 " 31.55 " 35.04 " 13.09 " 2.003" 14
15 0.350" 0.000" 0.086" 0.180" 0.438" 14.96 " 8.020" 24.14 " 27.89 " 31.44 " 13.22 " 2.088" 15
16 0.392" 0.000" 0.066" 0.492" 0.385" 10.93 " 7.414" 23.53 " 25.61 " 29.62 " 10.32 " 2.002" 16
17 0.354" 0.000" 0.037" 0.352" 0.358" 9.927" 7.116" 24.13 " 25.51 " 42.73 " 9.419" 1.776" 17
18 0.256" 0.000" 0.015" 0.327" 0.487" 10.81 " 9.534" 35.39 " 26.02 " 50.77 " 13.49 " 1.565" 18
19 0.185" 0.000" 0.002" 0.312" 0.505" 9.140" 13.35 " 56.36 " 24.03 " 39.08 " 17.56 " 1.398" 19
20 0.144" 0.000" 0.220" 0.308" 0.481" 7.283" 12.24 " 49.79 " 22.22 " 31.39 " 13.21 " 1.236" 20
21 0.137" 0.000" 0.765" 0.303" 0.593" 6.023" 10.93 " 39.04 " 48.37 " 27.04 " 10.34 " 1.138" 21
22 0.132" 0.000" 0.351" 0.309" 0.662" 5.207" 11.66 " 33.11 " 102.1 " 24.04 " 9.546" 1.055" 22
23 0.145" 0.000" 0.253" 0.382" 0.503" 4.550" 11.98 " 28.44 " 91.18 " 21.26 " 9.252" 1.072" 23
24 0.138" 0.000" 0.181" 0.337" 0.476" 4.085" 10.19 " 34.62 " 61.04 " 19.31 " 8.341" 1.073" 24
25 0.085" 0.000" 0.141" 0.280" 0.509" 4.895" 9.558" 38.53 " 75.78 " 18.14 " 7.491" 1.092" 25
26 0.056" 0.000" 0.110" 0.275" 1.566" 9.904" 11.47 " 30.17 " 76.76 " 17.22 " 6.704" 0.986" 26
27 0.037" 0.000" 0.091" 0.243" 0.971" 19.21 " 11.53 " 32.75 " 88.19 " 16.39 " 6.014" 0.854" 27
28 0.022" 0.000" 0.081" 0.247" 1.219" 26.76 " 9.924" 48.76 " 81.62 " 15.73 " 5.444" 0.748" 28
29 0.013" 0.068" 0.270" 0.844" 20.14 " 8.778" 71.88 " 64.02 " 15.19 " 4.858" 0.655" 29
30 0.003" 0.056" 0.255" 0.709" 14.48 " 8.116" 88.57 " 73.71 " 14.29 " 4.444" 0.611" 30
31 0.000" 0.044" 0.657" 15.08 " 71.97 " 13.13 " 0.651" 31
Mean 0.183" 0.000" 0.103" 0.199" 0.545" 10.98 " 12.51 " 40.93 " 62.20 " 35.82 " 9.585" 2.374"
Median 0.180" 0.000" 0.056" 0.212" 0.487" 9.522" 11.10 " 37.00 " 58.39 " 30.69 " 9.500" 2.002"
Maximum 0.392" 0.007" 0.765" 0.492" 1.566" 35.03 " 29.27 " 88.57 " 147.5 " 108.8 " 17.56 " 5.295"
Minimum 0.000" 0.000" 0.000" 0.009" 0.189" 0.628" 7.116" 23.53 " 22.22 " 13.13 " 4.444" 0.611"
Total 5.674" 0.012" 3.190" 5.981" 16.89 " 329.4 " 387.7 "1269 "1866 "1110 " 287.5 " 73.59 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.67 " " ... Relative Uncertainty +/-10%
Ann. Median 3.935"
Annual Total 5355 "
Maximum Minimum
Daily 147.5 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.679" 0.354" 0.000" 0.037" 0.099" 0.891" [ ] [ ] [ ] [ ] [ ] [ ] 1
2 0.576" 0.353" 0.000" 0.030" 0.122" 0.825" [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.546" 0.326" 0.000" 0.036" 0.213" 1.222" [ ] [ ] [ ] [ ] [ ] [ ] 3
4 0.532" 0.278" 0.000" 0.032" 0.242" 1.012" [ ] [ ] [ ] [ ] [ ] [ ] 4
5 0.588" 0.266" 0.000" 0.028" 0.204" 0.888" [ ] [ ] [ ] [ ] [ ] [ ] 5
6 0.622" 0.226" 0.000" 0.020" 0.435" 0.832" [ ] [ ] [ ] [ ] [ ] [ ] 6
7 0.608" 0.239" 0.000" 0.021" 0.287" 0.782" [ ] [ ] [ ] [ ] [ ] [ ] 7
8 0.559" 0.197" 0.000" 0.010" 0.250" 1.070" [ ] [ ] [ ] [ ] [ ] [ ] 8
9 0.569" 0.136" 0.000" 0.013" 0.290" 1.030" [ ] [ ] [ ] [ ] [ ] [ ] 9
10 0.582" 0.121" 0.000" 0.106" 0.309" 0.924" [ ] [ ] [ ] [ ] [ ] [ ] 10
11 0.544" 0.120" 0.000" 0.117" 0.301" 2.121" [ ] [ ] [ ] [ ] [ ] [ ] 11
12 0.529" 0.100" 0.000" 0.053" 0.299" 1.938" [ ] [ ] [ ] [ ] [ ] [ ] 12
13 0.505" 0.072" 0.000" 0.018" 0.396" 2.961" [ ] [ ] [ ] [ ] [ ] [ ] 13
14 0.527" 0.054" 0.000" 0.003" 0.439" 3.398" [ ] [ ] [ ] [ ] [ ] [ ] 14
15 0.523" 0.040" 0.000" 0.000" 0.465" 3.913" [ ] [ ] [ ] [ ] [ ] [ ] 15
16 0.463" 0.037" 0.000" 0.000" 0.456" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.422" 0.037" 0.000" 0.120" 0.408" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.389" 0.041" 0.000" 0.208" 0.384" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.378" 0.042" 0.074" 0.132" 0.872" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.348" 0.016" 0.350" 0.108" 1.260" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.337" 0.003" 0.260" 0.077" 1.469" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 0.399" 0.000" 0.247" 0.065" 0.858" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 0.697" 0.000" 0.207" 0.081" 0.631" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.462" 0.000" 0.164" 0.074" 0.546" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.359" 0.000" 0.173" 0.084" 0.551" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.320" 0.000" 0.213" 0.112" 1.064" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.259" 0.000" 0.179" 0.112" 1.639" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.257" 0.000" 0.116" 0.098" 3.014" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.297" 0.098" 0.102" 1.458" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.276" 0.075" 0.107" 1.052" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.315" 0.051" 0.902" [ ] [ ] [ ] [ ] 31
Mean 0.467" 0.109" 0.071" 0.067" 0.675" 1.587" [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.505" 0.048" 0.000" 0.069" 0.439" 1.030" [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 0.697" 0.354" 0.350" 0.208" 3.014" 3.913" [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.257" 0.000" 0.000" 0.000" 0.099" 0.782" [ ] [ ] [ ] [ ] [ ] [ ]
Total 14.47 " 3.060" 2.207" 2.002" 20.92 " 23.81 " [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 0 15 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.400" " ... Relative Uncertainty +/-10%
Ann. Median 0.219" [ ... Not Available
Annual Total 66.46 "
Missing Days 199
Maximum Minimum
Daily 3.913" 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 [ ] [ ] [ ] [ ] [ ] 0.485" 0.862" 9.530" 57.65 " 7.771" 1.891" 0.805" 1
2 [ ] [ ] [ ] [ ] [ ] 0.456" 0.687" 13.58 " 39.24 " 7.297" 1.704" 0.654" 2
3 [ ] [ ] [ ] [ ] [ ] 0.441" 0.860" 12.66 " 30.37 " 8.024" 1.548" 0.561" 3
4 [ ] [ ] [ ] [ ] [ ] 0.424" 0.968" 9.121" 25.41 " 11.72 " 1.392" 0.491" 4
5 [ ] [ ] [ ] [ ] [ ] 0.417" 0.797" 8.921" 21.65 " 12.82 " 1.278" 0.466" 5
6 [ ] [ ] [ ] [ ] [ ] 0.411" 0.691" 10.42 " 18.52 " 10.12 " 1.107" 0.429" 6
7 [ ] [ ] [ ] [ ] [ ] 0.406" 0.628" 25.38 " 16.23 " 8.087" 1.054" 0.411" 7
8 [ ] [ ] [ ] [ ] [ ] 0.388" 0.592" 47.92 " 14.71 " 6.765" 1.023" 0.510" 8
9 [ ] [ ] [ ] [ ] [ ] 0.395" 1.050" 35.84 " 13.83 " 5.957" 0.947" 0.457" 9
10 [ ] [ ] [ ] [ ] [ ] 0.413" 0.783" 22.99 " 13.81 " 5.434" 1.082" 0.417" 10
11 [ ] [ ] [ ] [ ] [ ] 0.403" 0.658" 16.46 " 18.12 " 8.414" 1.309" 0.364" 11
12 [ ] [ ] [ ] [ ] [ ] 0.394" 0.621" 14.50 " 25.53 " 17.24 " 1.369" 0.329" 12
13 [ ] [ ] [ ] [ ] 0.241" 0.385" 0.616" 14.90 " 22.96 " 20.38 " 1.202" 0.289" 13
14 [ ] [ ] [ ] [ ] 0.242" 0.360" 0.610" 13.42 " 17.50 " 16.72 " 0.871" 0.278" 14
15 [ ] [ ] [ ] [ ] 1.001" 0.337" 0.613" 19.71 " 14.43 " 12.76 " 0.728" 0.255" 15
16 [ ] [ ] [ ] [ ] 0.576" 0.343" 0.586" 32.81 " 12.60 " 10.28 " 0.721" 0.223" 16
17 [ ] [ ] [ ] [ ] 0.453" 0.366" 0.558" 26.19 " 11.70 " 8.715" 0.818" 0.198" 17
18 [ ] [ ] [ ] [ ] 0.445" 0.389" 0.539" 20.12 " 13.78 " 7.721" 0.734" 0.198" 18
19 [ ] [ ] [ ] [ ] 0.448" 0.823" 0.525" 63.49 " 18.46 " 6.826" 0.671" 0.295" 19
20 [ ] [ ] [ ] [ ] 0.432" 1.125" 1.223" 76.28 " 17.07 " 5.896" 0.687" 0.370" 20
21 [ ] [ ] [ ] [ ] 0.404" 0.666" 1.721" 54.11 " 18.60 " 5.141" 0.654" 0.295" 21
22 [ ] [ ] [ ] [ ] 0.447" 0.565" 0.946" 79.31 " 24.96 " 4.770" 0.604" 0.228" 22
23 [ ] [ ] [ ] [ ] 1.221" 0.531" 0.801" 146.5 " 20.67 " 4.566" 0.540" 0.166" 23
24 [ ] [ ] [ ] [ ] 0.711" 0.491" 2.105" 88.07 " 16.54 " 4.055" 0.502" 0.144" 24
25 [ ] [ ] [ ] [ ] 0.521" 0.474" 1.919" 59.10 " 14.01 " 3.643" 0.465" 0.090" 25
26 [ ] [ ] [ ] [ ] 0.457" 0.605" 1.298" 44.97 " 12.30 " 3.318" 0.429" 0.074" 26
27 [ ] [ ] [ ] [ ] 0.428" 1.313" 3.102" 35.82 " 11.06 " 2.938" 0.420" 0.049 27
28 [ ] [ ] [ ] [ ] 0.409" 1.357" 2.510" 30.17 " 9.990" 2.645" 0.499" 0.033 28
29 [ ] [ ] [ ] 0.468" 0.818" 3.214" 25.75 " 9.124" 2.417" 1.626" 0.053" 29
30 [ ] [ ] [ ] 0.477" 0.710" 8.872" 21.88 " 8.374" 2.248" 1.018" 0.091" 30
31 [ ] [ ] 0.492" 9.113" 39.31 " 2.108" 0.064" 31
Mean [ ] [ ] [ ] [ ] 0.520" 0.556" 1.615" 36.11 " 18.97 " 7.639" 0.963" 0.300"
Median [ ] [ ] [ ] [ ] 0.453" 0.432" 0.801" 25.75 " 16.80 " 6.826" 0.909" 0.289"
Maximum [ ] [ ] [ ] [ ] 1.221" 1.357" 9.113" 146.5 " 57.65 " 20.38 " 1.891" 0.805"
Minimum [ ] [ ] [ ] [ ] 0.241" 0.337" 0.525" 8.921" 8.374" 2.108" 0.420" 0.033"
Total [ ] [ ] [ ] [ ] 9.875" 16.69 " 50.07 "1119 " 569.2 " 236.8 " 28.89 " 9.287"
Missing Days 31 28 31 30 12 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 8.756" " ... Relative Uncertainty +/-10%
Ann. Median 1.082" [ ... Not Available
Annual Total 2040 "
Missing Days 132
Maximum Minimum
Daily 146.5 " 0.033"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.043 0.000 0.000 0.000 0.800" 0.448" 2.004" 130.8 " 56.09 " 34.12 " 14.20 " 1.187" 1
2 0.091" 0.000 0.000 0.000 0.695" 0.386" 2.316" 125.8 " 45.16 " 31.08 " 12.43 " 1.162" 2
3 0.345" 0.000 0.000 0.000 0.539" 0.358" 6.975" 78.38 " 37.92 " 28.08 " 10.96 " 1.082" 3
4 0.273" 0.000 0.000 0.000 0.449" 0.346" 17.60 " 57.27 " 35.79 " 25.38 " 9.726" 1.029" 4
5 0.221" 0.000 0.000 0.000 0.457" 0.320" 11.44 " 45.32 " 39.91 " 22.79 " 8.686" 1.300" 5
6 0.147" 0.000 0.000 0.000 0.378" 0.298" 7.652" 61.91 " 35.02 " 20.45 " 7.987" 1.394" 6
7 0.105" 0.000 0.000 0.000 0.294" 0.337" 5.451" 101.7 " 32.89 " 18.66 " 7.538" 1.230" 7
8 0.068" 0.000 0.000 0.000 0.267" 0.514" 4.850" 78.46 " 51.74 " 50.80 " 7.143" 1.350" 8
9 0.065" 0.000 0.000 0.000 0.225" 0.495" 5.392" 57.49 " 51.19 " 112.5 " 6.637" 1.141" 9
10 0.215" 0.000 0.000 0.000 0.286" 0.472" 5.207" 62.48 " 37.51 " 88.94 " 5.999" 0.932" 10
11 0.352" 0.000 0.000 0.000 0.329" 0.446" 3.959" 85.49 " 33.54 " 64.70 " 5.368" 0.837" 11
12 0.242" 0.000 0.000 0.000 0.492" 0.425" 3.038" 63.67 " 67.40 " 50.45 " 4.755" 0.901" 12
13 0.148" 0.000 0.000 0.000 0.401" 0.405" 2.396" 47.75 " 96.73 " 39.89 " 4.188" 0.899" 13
14 0.074" 0.000 0.000 0.000 0.255" 0.840" 1.957" 40.00 " 80.25 " 34.08 " 3.671" 0.831" 14
15 0.043 0.000 0.000 0.000 0.156" 0.518" 1.532" 35.35 " 82.60 " 29.57 " 3.218" 0.826" 15
16 0.074" 0.000 0.000 0.000 0.121" 0.444" 1.240" 30.92 " 66.89 " 25.95 " 2.844" 0.964" 16
17 0.053 0.000 0.000 0.000 0.134" 0.409" 1.043" 27.23 " 55.19 " 23.84 " 2.619" 1.199" 17
18 0.040 0.000 0.000 0.000 0.207" 0.369" 0.893" 24.10 " 52.08 " 25.65 " 2.446" 1.233" 18
19 0.032 0.000 0.000 0.000 0.254" 0.364" 1.228" 21.72 " 55.08 " 24.69 " 2.256" 1.086" 19
20 0.020 0.000 0.000 0.000 0.358" 0.356" 4.858" 20.51 " 47.68 " 21.40 " 2.103" 0.957" 20
21 0.006 0.000 0.000 0.000 0.341" 0.359" 12.00 " 19.22 " 40.51 " 19.61 " 1.940" 0.869" 21
22 0.000 0.000 0.000 0.000 0.343" 0.503" 30.93 " 18.43 " 36.88 " 17.92 " 1.711" 0.792" 22
23 0.000 0.000 0.000 0.000 0.395" 2.062" 46.11 " 28.04 " 34.54 " 15.99 " 1.479" 0.722" 23
24 0.000 0.000 0.000 0.000 0.434" 1.571" 57.16 " 29.00 " 40.65 " 14.33 " 1.255" 0.634" 24
25 0.000 0.000 0.000 0.000 0.508" 1.160" 69.37 " 22.72 " 57.65 " 13.07 " 1.155" 0.561" 25
26 0.000 0.000 0.000 0.000 0.951" 0.901" 60.87 " 34.01 " 51.27 " 13.70 " 1.067" 0.496" 26
27 0.000 0.000 0.000 0.000 1.138" 0.975" 47.52 " 59.65 " 57.71 " 25.41 " 0.958" 0.469" 27
28 0.000 0.000 0.000 0.000 2.044" 2.169" 71.90 " 47.94 " 53.25 " 30.87 " 0.919" 0.469" 28
29 0.000 0.000 0.000 0.849" 1.388" 67.34 " 50.06 " 42.27 " 23.92 " 0.927" 0.440" 29
30 0.000 0.000 0.000 0.636" 2.022" 73.84 " 99.59 " 36.69 " 18.79 " 1.025" 0.409" 30
31 0.000 0.000 0.528" 111.9 " 77.96 " 16.08 " 0.369" 31
Mean 0.086" 0.000 0.000 0.000 0.492" 0.722" 23.87 " 54.29 " 50.40 " 31.70 " 4.574" 0.896"
Median 0.043" 0.000 0.000 0.000 0.395" 0.447" 5.451" 47.94 " 49.44 " 25.38 " 3.031" 0.901"
Maximum 0.352" 0.000 0.000 0.000 2.044" 2.169" 111.9 " 130.8 " 96.73 " 112.5 " 14.20 " 1.394"
Minimum 0.000" 0.000 0.000 0.000 0.121" 0.298" 0.893" 18.43 " 32.89 " 13.07 " 0.919" 0.369"
Total 2.657" 0.000 0.000 0.000 15.26 " 21.66 " 739.9 "1683 "1512 " 982.7 " 137.2 " 27.77 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.03 " " ... Relative Uncertainty +/-10%
Ann. Median 0.849"
Annual Total 5122 "
Maximum Minimum
Daily 130.8 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.344" 0.000 0.000 0.000 0.237" 2.212" 10.46 " 71.84 " 6.441" 14.94 " 6.117" 1.732" 1
2 0.371" 0.000 0.000 0.000 0.220" 1.380" 7.652" 74.15 " 6.783" 17.30 " 5.235" 1.543" 2
3 0.411" 0.000 0.000 0.000 0.209" 1.085" 6.038" 76.43 " 6.488" 16.65 " 4.691" 1.399" 3
4 0.396" 0.000 0.000 0.000 0.235" 0.896" 5.266" 53.40 " 5.959" 14.30 " 6.524" 1.354" 4
5 0.318" 0.000 0.000 0.000 0.212" 0.791" 7.876" 42.09 " 5.634" 13.40 " 11.74 " 1.186" 5
6 0.287" 0.000 0.000 0.000 0.206" 0.738" 9.613" 35.52 " 5.384" 11.82 " 19.20 " 1.022" 6
7 0.236" 0.000 0.000 0.000 0.215" 0.688" 7.740" 31.13 " 5.059" 10.32 " 19.99 " 0.906" 7
8 0.195" 0.000 0.000 0.000 0.234" 0.655" 6.129" 27.55 " 4.826" 9.146" 14.55 " 0.842" 8
9 0.196" 0.000 0.000 0.000 0.260" 1.539" 5.160" 24.25 " 4.622" 8.195" 10.77 " 0.862" 9
10 0.230" 0.000 0.000 0.000 0.392" 1.270" 5.953" 21.08 " 4.522" 7.349" 8.315" 0.963" 10
11 0.226" 0.000 0.000 0.000 0.936" 1.245" 9.271" 18.69 " 4.962" 6.762" 6.884" 0.911" 11
12 0.225" 0.000 0.000 0.000 0.567" 1.107" 11.09 " 16.73 " 6.468" 6.272" 6.036" 0.779" 12
13 0.212" 0.000 0.000" 0.000 0.589" 0.960" 9.035" 15.19 " 10.56 " 5.770" 5.120" 0.703" 13
14 0.175" 0.000 0.000" 0.000 0.582" 0.873" 7.089" 13.96 " 13.79 " 5.272" 4.306" 0.635" 14
15 0.137" 0.000 0.000" 0.000 0.599" 2.125" 10.26 " 12.98 " 10.65 " 4.778" 3.640" 0.621" 15
16 0.091" 0.000 0.000" 0.000 0.640" 2.382" 36.25 " 12.02 " 8.782" 4.473" 3.129" 0.709" 16
17 0.072" 0.000 0.000" 0.086" 0.538" 1.993" 45.44 " 11.10 " 7.875" 4.305" 2.715" 0.663" 17
18 0.077" 0.000 0.000" 0.414" 0.495" 1.609" 56.39 " 10.39 " 9.350" 3.929" 2.375" 0.644" 18
19 0.103" 0.000 0.000" 0.302" 0.462" 1.366" 80.79 " 9.999" 14.03 " 3.511" 2.126" 0.621" 19
20 0.095" 0.000 0.000 0.280" 0.453" 1.201" 56.25 " 9.600" 14.93 " 3.052" 1.994" 0.676" 20
21 0.071" 0.000 0.000 0.292" 0.456" 1.080" 38.11 " 9.033" 16.02 " 2.636" 1.888" 0.619" 21
22 0.060" 0.000 0.000 0.364" 1.117" 0.998" 30.14 " 8.511" 17.50 " 2.324" 1.841" 0.519" 22
23 0.062" 0.000 0.000 0.552" 2.005" 0.929" 34.02 " 8.164" 13.82 " 2.286" 3.249" 0.479" 23
24 0.046 0.000 0.000 0.480" 1.908" 0.994" 72.23 " 7.910" 11.08 " 4.360" 4.440" 0.440" 24
25 0.007 0.000 0.000 0.401" 1.933" 1.420" 59.38 " 7.594" 24.11 " 15.97 " 4.714" 0.407" 25
26 0.000 0.000 0.000 0.400" 1.130" 1.082" 41.97 " 7.255" 41.15 " 23.01 " 4.496" 0.378" 26
27 0.000 0.000 0.000 0.591" 0.887" 1.111" 37.89 " 7.000" 30.75 " 13.53 " 3.812" 0.361" 27
28 0.000 0.000 0.000 0.575" 1.349" 2.330" 41.21 " 6.757" 21.44 " 10.31 " 3.024" 0.349" 28
29 0.000 0.000 0.000 0.354" 1.480" 5.375" 39.14 " 6.586" 17.03 " 10.38 " 2.491" 0.293" 29
30 0.000 0.000 0.293" 1.033" 15.49 " 87.92 " 6.218" 15.14 " 9.078" 2.088" 0.227" 30
31 0.000 0.000 1.659" 99.13 " 6.104" 7.291" 0.199" 31
Mean 0.150" 0.000 0.000" 0.179" 0.750" 1.898" 31.45 " 21.59 " 12.17 " 8.797" 5.917" 0.743"
Median 0.103" 0.000 0.000" 0.000" 0.567" 1.156" 30.14 " 12.02 " 9.956" 7.349" 4.468" 0.663"
Maximum 0.411" 0.000 0.000" 0.591" 2.005" 15.49 " 99.13 " 76.43 " 41.15 " 23.01 " 19.99 " 1.732"
Minimum 0.000" 0.000 0.000" 0.000" 0.206" 0.655" 5.160" 6.104" 4.522" 2.286" 1.841" 0.199"
Total 4.644" 0.000 0.000" 5.384" 23.24 " 56.93 " 974.9 " 669.2 " 365.2 " 272.7 " 177.5 " 23.04 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.029" " ... Relative Uncertainty +/-10%
Ann. Median 1.096"
Annual Total 2573 "
Maximum Minimum
Daily 99.13 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.171" 0.008 0.000 0.000 0.000 0.000 55.78 " 20.94 " 36.11 " 37.75 " 6.793" 2.454" 1
2 0.155" 0.001 0.000 0.000 0.000 0.000 33.04 " 18.40 " 40.13 " 34.83 " 5.931" 2.154" 2
3 0.132" 0.000 0.000 0.000 0.000 0.000 20.53 " 16.60 " 36.40 " 33.30 " 5.303" 1.864" 3
4 0.108" 0.000 0.000 0.000 0.000 0.000 14.40 " 15.10 " 32.26 " 31.71 " 4.800" 1.603" 4
5 0.089" 0.000 0.000 0.000 0.000 0.000 10.76 " 13.89 " 40.83 " 29.34 " 4.573" 1.321" 5
6 0.073" 0.000 0.000 0.000 0.000 0.000 9.007" 28.01 " 47.55 " 27.27 " 4.663" 1.073" 6
7 0.062" 0.000 0.000 0.000 0.000 0.000 9.415" 43.20 " 41.50 " 25.65 " 4.506" 0.896" 7
8 0.052 0.000 0.000 0.000 0.000 0.000 8.714" 33.83 " 55.87 " 24.43 " 4.241" 0.787" 8
9 0.042 0.000 0.000 0.000 0.000 0.000 9.618" 34.11 " 50.81 " 22.98 " 3.937" 0.737" 9
10 0.046 0.000 0.000 0.000 0.000 0.000 28.96 " 30.16 " 52.69 " 21.42 " 3.605" 0.714" 10
11 0.022 0.000 0.000 0.000 0.000 0.000 38.85 " 37.03 " 132.5 " 20.31 " 3.188" 0.706" 11
12 0.012 0.000 0.000 0.000 0.000 0.000 25.47 " 39.29 " 250.7 " 19.73 " 3.100" 0.687" 12
13 0.034 0.000 0.000 0.000 0.000 0.000 16.52 " 60.69 " 165.4 " 18.83 " 3.539" 0.601" 13
14 0.060" 0.000 0.000 0.000 0.000 0.000 12.36 " 344.3 # 109.2 " 17.78 " 3.611" 0.662" 14
15 0.027 0.000 0.000 0.000 0.000 0.000 10.06 " 402.1 # 99.99 " 16.54 " 3.277" 0.592" 15
16 0.009 0.000 0.000 0.000 0.000 0.000 13.67 " 262.8 # 91.53 " 15.18 " 2.921" 0.562" 16
17 0.001 0.000 0.000 0.000 0.000 0.000 49.63 " 192.6 " 76.06 " 13.79 " 2.858" 0.541" 17
18 0.000 0.000 0.000 0.000 0.000 0.000 50.33 " 148.9 " 80.36 " 12.71 " 8.081" 0.494" 18
19 0.084" 0.000 0.000 0.000 0.000 0.924" 73.27 " 120.9 " 80.35 " 11.89 " 33.65 " 0.458" 19
20 0.117" 0.000 0.000 0.000 0.000 2.089" 143.2 " 101.6 " 69.06 " 11.19 " 32.89 " 0.455" 20
21 0.046" 0.000 0.000 0.000 0.000 1.830" 186.5 " 98.43 " 97.19 " 10.54 " 18.81 " 0.392" 21
22 0.035 0.000 0.000 0.000 0.000 0.778" 117.3 " 88.55 " 103.4 " 9.928" 12.50 " 0.398" 22
23 0.049 0.000 0.000 0.000 0.000 0.607" 112.5 " 89.70 " 81.67 " 9.289" 9.267" 0.365" 23
24 0.048 0.000 0.000 0.000 0.000 1.503" 101.9 " 79.67 " 72.62 " 8.727" 7.081" 0.373" 24
25 0.017 0.000 0.000 0.000 0.000 2.566" 74.64 " 66.99 " 60.97 " 8.271" 5.766" 0.370" 25
26 0.003 0.000 0.000 0.000 0.000 2.197" 60.47 " 56.84 " 52.38 " 8.128" 4.985" 0.319" 26
27 0.000 0.000 0.000 0.000 0.000 2.763" 47.15 " 50.05 " 47.31 " 8.616" 4.296" 0.331" 27
28 0.000 0.000 0.000 0.000 0.000 4.639" 38.53 " 46.45 " 45.73 " 9.097" 3.777" 0.324" 28
29 0.000 0.000 0.000 0.000 23.42 " 32.58 " 44.25 " 46.42 " 9.909" 3.283" 0.392" 29
30 0.000 0.000 0.000 0.000 69.18 " 28.01 " 39.50 " 42.35 " 9.487" 2.813" 0.453" 30
31 0.010 0.000 0.000 24.33 " 36.20 " 8.037" 0.368" 31
Mean 0.049" 0.000 0.000 0.000 0.000 3.750" 47.02 " 85.84 # 74.64 " 17.63 " 7.268" 0.756"
Median 0.042" 0.000 0.000 0.000 0.000 0.000" 32.58 " 46.45 # 58.42 " 15.18 " 4.539" 0.562"
Maximum 0.171" 0.008 0.000 0.000 0.000 69.18 " 186.5 " 402.1 # 250.7 " 37.75 " 33.65 " 2.454"
Minimum 0.000" 0.000 0.000 0.000 0.000 0.000" 8.714" 13.89 # 32.26 " 8.037" 2.813" 0.319"
Total 1.505" 0.009 0.000 0.000 0.000 112.5 "1458 "2661 #2239 " 546.7 " 218.0 " 23.44 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.89 # " ... Relative Uncertainty +/-10%
Ann. Median 0.494# # ... Relative Uncertainty +/-15%
Annual Total 7260 #
Maximum Minimum
Daily 402.1 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.353" 0.000 0.000 0.000 0.000 0.066" 0.417" 0.644" 0.563" 0.205" 0.009 0.000 1
2 0.324" 0.000 0.000 0.000 0.000 0.067" 0.415" 0.573" 0.477" 0.202" 0.000 0.000 2
3 0.249" 0.000 0.000 0.000 0.000 0.061 0.390" 0.514" 0.460" 0.207" 0.000 0.000 3
4 0.258" 0.000 0.000 0.000 0.000 0.059 0.388" 0.482" 0.446" 0.223" 0.000 0.000 4
5 0.314" 0.000 0.000 0.000 0.000 0.061" 0.389" 0.462" 0.421" 0.218" 0.000 0.000 5
6 0.250" 0.000 0.000 0.000 0.000 0.074" 0.392" 0.456" 0.417" 0.194" 0.000 0.000 6
7 0.248" 0.000 0.000 0.000 0.000 0.066" 0.398" 0.477" 0.665" 0.166" 0.000 0.000 7
8 0.262" 0.000 0.000 0.000 0.000 0.075" 0.473" 0.545" 1.106" 0.150" 0.000 0.000 8
9 0.221" 0.000 0.000 0.000 0.000 0.089" 2.185" 0.477" 1.257" 0.134" 0.000 0.000 9
10 0.215" 0.000 0.000 0.000 0.000 0.106" 1.550" 0.405" 0.866" 0.159" 0.000 0.000 10
11 0.266" 0.000 0.000 0.000 0.000 0.120" 1.774" 0.389" 0.754" 0.218" 0.000 0.000 11
12 0.257" 0.000 0.000 0.000 0.000 0.136" 4.331" 1.469" 0.840" 0.202" 0.000 0.000 12
13 0.210" 0.000 0.000 0.000 0.000 0.141" 2.406" 1.748" 0.681" 0.174" 0.007 0.000 13
14 0.116" 0.000 0.000 0.000 0.000 0.321" 1.531" 1.081" 0.623" 0.149" 0.007 0.000 14
15 0.031 0.000 0.000 0.000 0.000 1.486" 1.177" 0.860" 0.579" 0.121" 0.001 0.000 15
16 0.004 0.000 0.000 0.000 0.000 0.876" 0.985" 0.766" 0.511" 0.103" 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.543" 0.855" 0.731" 0.460" 0.090" 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.439" 0.759" 0.654" 0.442" 0.075" 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.343" 0.700" 0.597" 0.425" 0.074" 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.305" 0.657" 0.615" 0.396" 0.253" 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.264" 0.606" 0.702" 0.371" 0.337" 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.240" 0.557" 0.858" 0.346" 0.176" 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 1.728" 0.524" 0.651" 0.324" 0.113" 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.794" 0.509" 0.584" 0.310" 0.091" 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.542" 0.495" 0.540" 0.309" 0.071" 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.452" 0.568" 0.525" 0.300" 0.062" 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.407" 0.651" 0.517" 0.298" 0.067" 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.018" 0.391" 0.726" 0.493" 0.286" 0.064" 0.000 0.000 28
29 0.000 0.000 0.000 0.098" 0.441" 1.233" 0.469" 0.259" 0.031 0.000 0.000 29
30 0.000 0.000 0.000 0.070" 0.420" 0.825" 0.510" 0.216" 0.019 0.000 0.000 30
31 0.000 0.000 0.058 0.727" 0.606" 0.010 0.000 31
Mean 0.115" 0.000 0.000 0.000 0.008" 0.370" 0.955" 0.658" 0.514" 0.141" 0.001 0.000
Median 0.004" 0.000 0.000 0.000 0.000" 0.284" 0.657" 0.573" 0.444" 0.149" 0.000 0.000
Maximum 0.353" 0.000 0.000 0.000 0.098" 1.728" 4.331" 1.748" 1.257" 0.337" 0.009 0.000
Minimum 0.000" 0.000 0.000 0.000 0.000" 0.059" 0.388" 0.389" 0.216" 0.010" 0.000 0.000
Total 3.577" 0.000 0.000 0.000 0.244" 11.11 " 29.59 " 20.40 " 15.41 " 4.357" 0.023 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.232" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 84.71 "
Maximum Minimum
Daily 4.331" 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.759" 56.62 " 11.40 " 14.26 " 0.908" 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.527" 55.59 " 22.47 " 12.38 " 0.582" 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.383" 72.75 " 29.65 " 11.40 " 0.513" 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.066" 49.95 " 23.91 " 10.79 " 0.660" 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.001 31.10 " 18.54 " 9.486" 1.177" 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20.65 " 14.10 " 8.239" 2.817" 0.007 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.81 " 11.26 " 7.274" 3.564" 0.006 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.87 " 9.295" 6.504" 6.725" 0.001 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.36 " 7.886" 5.672" 10.48 " 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.29 " 6.816" 5.009" 8.191" 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.093" 6.003" 4.549" 5.317" 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.190" 5.349" 4.074" 3.587" 0.220" 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.206" 4.681" 3.815" 2.613" 1.675" 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.61 " 4.150" 3.477" 2.027" 0.428" 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.32 " 3.874" 3.177" 1.534" 0.216" 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 52.21 " 4.277" 2.696" 1.181" 0.161" 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 43.40 " 6.042" 2.284" 1.094" 0.106" 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.22 " 36.25 " 2.170" 1.149" 0.059" 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.25 " 67.45 " 1.931" 0.981" 0.039 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.56 " 41.83 " 1.710" 0.641" 0.016 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.306" 11.67 " 33.27 " 1.384" 0.385" 0.002 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.460" 67.54 " 42.16 " 1.194" 0.172" 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.488" 98.17 " 31.00 " 1.176" 0.047" 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.345" 61.85 " 22.67 " 1.178" 0.005 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.250" 48.38 " 18.14 " 1.989" 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.474" 34.37 " 16.44 " 3.516" 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.435" 26.80 " 17.84 " 6.045" 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 1.289" 21.28 " 28.40 " 6.249" 0.002 0.000 28
29 0.000 0.000 0.000 0.000 0.094" 1.964" 17.33 " 24.51 " 3.788" 0.001 0.000 29
30 0.000 0.000 0.000 0.000 0.473" 3.617" 14.63 " 17.52 " 2.358" 0.000 0.000 30
31 0.000 0.000 0.000 42.57 " 12.50 " 1.465" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.019" 1.740" 31.40 " 19.57 " 4.879" 1.878" 0.095"
Median 0.000 0.000 0.000 0.000 0.000 0.000" 0.001" 21.28 " 17.68 " 3.788" 0.945" 0.000"
Maximum 0.000 0.000 0.000 0.000 0.000 0.473" 42.57 " 98.17 " 67.45 " 14.26 " 10.48 " 1.675"
Minimum 0.000 0.000 0.000 0.000 0.000 0.000" 0.000" 5.206" 3.874" 1.176" 0.000" 0.000"
Total 0.000 0.000 0.000 0.000 0.000 0.567" 53.93 " 973.6 " 587.2 " 151.2 " 56.35 " 2.936"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 5.002" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 1826 "
Maximum Minimum
Daily 98.17 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.008 2.575" 14.72 " 0.000 0.020 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.023 2.660" 11.52 " 0.000 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.058" 4.236" 11.73 " 0.000 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.116" 39.73 " 11.75 " 0.317" 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.080" 61.01 " 9.286" 2.795" 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.328" 52.17 " 7.503" 3.795" 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.986" 36.21 " 6.110" 2.355" 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.109" 24.35 " 4.974" 1.301" 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.500" 17.54 " 4.195" 0.658" 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.629" 13.62 " 3.385" 0.310" 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.614" 11.01 " 2.679" 0.124" 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.291" 8.938" 2.188" 0.012 0.472" 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 25.62 " 7.304" 2.156" 0.000 0.160" 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23.27 " 6.203" 3.179" 0.000 0.024 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13.46 " 5.169" 3.503" 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.834" 4.160" 3.021" 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.108" 3.571" 2.553" 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.332" 4.219" 1.970" 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.034" 0.000 3.119" 5.237" 1.632" 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.468" 0.000 2.379" 5.343" 1.327" 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.295" 0.000 3.382" 6.991" 1.020" 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.017" 0.000 10.42 " 18.56 " 1.098" 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.84 " 17.07 " 1.200" 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.632" 11.05 " 0.954" 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.535" 10.21 " 0.566" 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.295" 15.93 " 0.282" 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.018" 0.000 2.515" 41.32 " 0.101" 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.015" 0.000 2.151" 45.07 " 0.034 0.133" 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.986" 28.56 " 0.006 0.536" 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 1.552" 19.67 " 0.000 0.161" 0.000 30
31 0.000 0.000 0.000 0.000 1.443" 0.000 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.028" 0.000 5.052" 17.66 " 3.698" 0.417" 0.022"
Median 0.000 0.000 0.000 0.000 0.000 0.000" 0.000 3.119" 11.03 " 2.188" 0.000" 0.000"
Maximum 0.000 0.000 0.000 0.000 0.000 0.468" 0.000 25.62 " 61.01 " 14.72 " 3.795" 0.472"
Minimum 0.000 0.000 0.000 0.000 0.000 0.000" 0.000 0.008" 2.575" 0.000" 0.000" 0.000"
Total 0.000 0.000 0.000 0.000 0.000 0.848" 0.000 156.6 " 529.7 " 114.6 " 12.50 " 0.675"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2.227" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 814.9 "
Maximum Minimum
Daily 61.01 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.31 " 75.03 " 1.402" 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13.03 " 55.82 " 1.057" 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.22 " 46.04 " 0.731" 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22.00 " 39.72 " 0.601" 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.79 " 38.48 " 0.526" 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.006" 11.63 " 40.18 " 0.404" 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.219" 8.782" 34.78 " 0.338" 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.68 " 6.884" 30.13 " 0.280" 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 35.26 " 5.467" 28.24 " 0.193" 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24.59 " 4.815" 27.01 " 0.111" 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 26.25 " 15.14 " 23.53 " 0.084" 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.98 " 62.66 " 20.06 " 0.072" 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.88 " 52.87 " 16.89 " 0.052 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.436" 57.92 " 14.28 " 0.040 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.585" 62.27 " 12.37 " 0.030 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.65 " 48.83 " 12.25 " 0.026 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.31 " 109.5 " 12.15 " 0.017 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.63 " 97.60 " 10.50 " 0.011 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.15 " 80.44 " 10.17 " 0.004 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.404" 80.73 " 14.61 " 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.198" 78.62 " 15.33 " 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.659" 82.77 " 11.03 " 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.545" 195.1 " 8.065" 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.712" 247.8 # 6.293" 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.107" 148.0 " 5.099" 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.727" 102.7 " 4.268" 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.212" 89.31 " 3.657" 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.960" 74.67 " 3.056" 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 5.715" 67.76 " 2.565" 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 15.18 " 94.79 " 2.077" 0.000 0.000 30
31 0.000 0.000 0.000 0.000 26.28 " 1.668" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.591" 65.68 # 20.17 " 0.199" 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.198" 62.46 # 14.28 " 0.028" 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 35.26 " 247.8 # 75.03 " 1.402" 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 4.815# 1.668" 0.000" 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 297.3 "1970 # 625.3 " 5.978" 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.943# " ... Relative Uncertainty +/-10%
Ann. Median 0.000# # ... Relative Uncertainty +/-15%
Annual Total 2899 #
Maximum Minimum
Daily 247.8 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.23 " 39.22 " 39.98 " 1.415" 0.164" 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.626" 29.00 " 30.83 " 1.171" 0.087" 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.334" 7.695" 22.18 " 24.90 " 1.005" 0.038 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.681" 6.302" 17.32 " 20.25 " 0.811" 0.016 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.320" 5.180" 14.38 " 22.66 " 0.644" 0.012 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.927" 4.286" 12.98 " 35.08 " 0.580" 0.018 6
7 0.000 0.000 0.000 0.000 0.000 0.000 6.690" 4.116" 16.13 " 28.51 " 0.667" 0.016 7
8 0.000 0.000 0.000 0.000 0.000 0.000 31.91 " 5.923" 36.72 " 20.80 " 0.664" 0.005 8
9 0.000 0.000 0.000 0.000 0.000 0.000 23.48 " 5.608" 94.92 " 16.98 " 0.494" 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 12.46 " 4.323" 68.41 " 14.65 " 0.580" 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 7.650" 3.395" 45.65 " 12.89 " 0.805" 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 4.670" 2.583" 35.22 " 11.46 " 0.581" 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 2.975" 1.947" 27.78 " 10.01 " 0.378" 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 3.291" 1.466" 21.89 " 8.663" 0.227" 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 7.110" 1.173" 17.94 " 7.485" 0.175" 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 7.889" 1.058" 15.43 " 6.344" 0.142" 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 5.195" 0.957" 13.29 " 5.493" 0.091" 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 3.302" 3.999" 11.29 " 5.224" 0.091" 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 2.317" 16.96 " 9.703" 5.692" 0.075" 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 3.859" 15.71 " 8.615" 6.512" 0.084" 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 5.575" 13.02 " 10.49 " 5.928" 0.091" 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 11.76 " 17.85 " 31.62 " 5.006" 0.095" 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 17.54 " 14.78 " 27.75 " 4.473" 0.090" 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 11.56 " 10.34 " 18.24 " 4.148" 0.075" 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 8.707" 7.847" 14.33 " 3.701" 0.066" 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 18.89 " 6.319" 12.01 " 3.476" 0.074" 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 42.26 " 5.583" 33.39 " 3.121" 0.123" 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 30.53 " 4.989" 89.49 " 2.747" 0.168" 0.000 28
29 0.000 0.000 0.000 0.000 0.000 26.73 " 24.74 " 74.50 " 2.325" 0.145" 0.000 29
30 0.000 0.000 0.000 0.000 0.000 22.72 " 88.55 " 56.49 " 1.998" 0.197" 0.000 30
31 0.000 0.000 0.000 16.17 " 63.18 " 1.820" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 10.89 " 11.99 " 30.88 " 12.04 " 0.393" 0.011"
Median 0.000 0.000 0.000 0.000 0.000 0.000 7.110" 5.923" 22.03 " 6.512" 0.186" 0.000"
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 42.26 " 88.55 " 94.92 " 39.98 " 1.415" 0.164"
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.957" 8.615" 1.820" 0.066" 0.000"
Total 0.000 0.000 0.000 0.000 0.000 0.000 337.5 " 371.7 " 926.4 " 373.2 " 11.80 " 0.356"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 5.537" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 2021 "
Maximum Minimum
Daily 94.92 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.617" 0.000 0.000 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.153" 0.000 0.000 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.648" 0.000 0.000 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.433" 0.000 0.000 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.478" 0.000 0.000 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.517" 0.000 0.000 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.311" 0.000 0.000 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.166" 0.000 0.000 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.095" 0.000 0.000 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.078" 0.000 0.000 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.610" 0.000 0.000 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.27 $ 0.000 0.000 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.86 $ 0.000 0.000 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.23 $ 0.000 0.000 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.284$ 0.000 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.716" 0.000 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.266" 0.000 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.267" 0.000 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.467" 0.000 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.870" 0.000 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.997" 0.497" 0.000 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.846" 0.253" 0.000 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.389" 0.105" 0.000 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.553" 0.045" 0.000 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.801" 0.012 0.000 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.874" 0.000 0.000 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.452" 0.000 0.000 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.351" 0.000 0.000 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 0.379" 0.000 0.000 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 1.157" 0.000 0.000 0.000 0.000 30
31 0.000 0.000 0.000 0.000 1.332" 0.000 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.875" 2.242$ 0.000 0.000 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.487$ 0.000 0.000 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.846" 17.86 $ 0.000 0.000 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.000$ 0.000 0.000 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.13 " 67.25 $ 0.000 0.000 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.259$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ $ ... Relative Uncertainty +/-20%
Annual Total 94.38 $
Maximum Minimum
Daily 17.86 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.46 " 11.43 " 0.221" 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.49 " 14.12 " 0.122" 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.134" 12.21 " 0.057" 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.052" 11.05 " 0.021 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.537" 9.502" 0.003 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.539" 7.833" 0.000 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.898" 7.101" 0.000 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.03 " 12.83 " 0.000 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.43 " 27.53 " 0.000 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.135" 9.933" 18.56 " 0.000 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.187" 7.455" 12.36 " 0.000 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.053" 5.505" 9.240" 0.000 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.262" 4.150" 7.263" 0.000 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.700" 3.287" 6.011" 0.000 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.958" 3.118" 6.151" 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.467" 4.322" 5.562" 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.627" 3.750" 4.527" 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.92 " 3.587" 3.821" 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.89 " 13.99 " 3.338" 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.25 " 13.71 " 3.038" 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.808" 8.897" 2.431" 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.168" 7.411" 1.979" 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.810" 8.470" 1.661" 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.163" 7.943" 1.315" 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.546" 6.681" 1.094" 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.848" 5.716" 0.935" 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 33.27 " 8.851" 0.726" 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 51.13 " 17.69 " 0.566" 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28.96 " 13.89 " 0.516" 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 17.70 " 10.42 " 0.449" 0.000 0.000 30
31 0.000 0.000 0.000 0.000 15.86 " 0.371" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.120" 8.845" 6.630" 0.014" 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.053" 7.920" 5.562" 0.000" 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 51.13 " 18.03 " 27.53 " 0.221" 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 3.118" 0.371" 0.000" 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 282.7 " 265.3 " 205.5 " 0.424" 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2.060" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 754.0 "
Maximum Minimum
Daily 51.13 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 60.22 " 8.655" 13.43 " 2.486" 0.000 1
2 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 43.32 " 9.021" 11.21 " 1.872" 0.000 2
3 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 28.86 " 7.690" 9.045" 1.423" 0.000 3
4 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 23.53 " 6.530" 7.417" 0.987" 0.000 4
5 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 18.28 " 5.782" 6.587" 0.562" 0.000 5
6 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 14.35 " 5.117" 6.128" 0.290" 0.000 6
7 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 11.63 " 4.342" 5.888" 0.076" 0.000 7
8 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 13.94 " 3.783" 5.480" 0.012 0.000 8
9 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 67.58 " 3.359" 5.013" 0.000 0.000 9
10 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 87.43 " 3.064" 4.780" 0.000 0.000 10
11 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 53.89 " 2.932" 4.344" 0.000 0.000 11
12 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 83.50 " 2.685" 3.937" 0.000 0.000 12
13 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 115.5 " 2.107" 3.475" 0.000 0.000 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 0.000 117.8 " 1.835" 2.933" 0.000 0.000 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 0.000 137.1 # 1.632" 2.443" 0.000 0.000 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 3.992" 104.9 " 1.325" 2.755" 0.000 0.000 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 3.078" 74.74 " 1.078" 7.999" 0.000 0.000 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 1.157" 59.93 " 0.906" 24.08 " 0.000 0.345" 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 1.831" 48.48 " 0.860" 19.24 " 0.000 0.400" 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 7.014" 41.31 " 1.404" 11.00 " 0.000 0.144" 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 14.48 " 32.91 " 8.400" 7.468" 0.000 0.079" 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 36.15 " 27.91 " 42.08 " 5.689" 0.000 0.034 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 28.45 " 23.08 " 66.57 " 4.527" 0.000 0.001 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 18.86 " 18.79 " 42.76 " 3.890" 0.000 0.000 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 15.41 " 16.02 " 51.11 " 3.551" 0.000 0.000 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 13.15 " 13.72 " 49.20 " 5.109" 0.000 0.000 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 12.74 " 12.15 " 31.07 " 8.197" 0.000 0.000 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 17.04 " 10.46 " 23.70 " 6.891" 0.000 0.000 28
29 0.000& 0.000& 0.000& 0.000& 0.000 32.03 " 9.193" 19.58 " 5.461" 0.000 0.000 29
30 0.000& 0.000& 0.000& 0.000& 0.000 30.68 " 8.365" 16.54 " 4.260" 0.000 0.000 30
31 0.000& 0.000& 0.000& 30.42 " 7.991" 3.058" 0.000 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 8.597" 44.74 # 14.17 " 6.945" 0.257" 0.032"
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.157" 28.86 # 5.450" 5.480" 0.000" 0.000"
Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 36.15 " 137.1 # 66.57 " 24.08 " 2.486" 0.400"
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000" 7.991# 0.860" 2.443" 0.000" 0.000"
Total 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 266.5 "1387 # 425.1 " 215.3 " 7.707" 1.003"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6.308& " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 2302 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 137.1 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 1.696" 43.99 " 34.83 " 8.543" 2.909" 0.280" 1
2 0.000 0.000 0.000 0.000 0.000 0.000 3.606" 79.85 " 29.31 " 7.093" 2.510" 0.276" 2
3 0.000 0.000 0.000 0.000 0.000 0.000 13.06 " 85.29 " 25.58 " 6.179" 2.281" 0.236" 3
4 0.000 0.000 0.000 0.000 0.000 0.000 22.06 " 266.2 # 24.62 " 8.429" 1.983" 0.214" 4
5 0.000 0.000 0.000 0.000 0.000 0.000 43.09 " 174.7 " 30.18 " 9.584" 1.844" 0.231" 5
6 0.000 0.000 0.000 0.000 0.000 0.000 31.63 " 94.01 " 28.28 " 8.513" 1.670" 0.233" 6
7 0.000 0.000 0.000 0.000 0.000 0.000 17.94 " 75.67 " 24.36 " 7.111" 1.483" 0.217" 7
8 0.000 0.000 0.000 0.000 0.000 0.000 12.60 " 69.40 " 26.66 " 6.147" 1.320" 0.190" 8
9 0.000 0.000 0.000 0.000 0.000 0.000 9.382" 127.9 " 24.51 " 5.687" 1.003" 0.150" 9
10 0.000 0.000 0.000 0.000 0.000 1.999" 7.091" 167.7 " 22.19 " 6.428" 0.924" 0.133" 10
11 0.000 0.000 0.000 0.000 0.000 1.350" 5.486" 90.32 " 32.16 " 6.810" 0.635" 0.113" 11
12 0.000 0.000 0.000 0.000 0.000 1.717" 4.425" 68.29 " 27.71 " 6.092" 0.454" 0.124" 12
13 0.000 0.000 0.000 0.000 0.000 1.122" 5.335" 55.08 " 22.95 " 7.059" 0.434$ 0.120" 13
14 0.000 0.000 0.000 0.000 0.000 0.463" 6.615" 72.69 " 21.20 " 18.63 " 0.436$ 0.079" 14
15 0.000 0.000 0.000 0.000 0.000 0.184" 14.85 " 75.23 " 18.72 " 27.70 " 0.448$ 0.072" 15
16 5.635" 0.000 0.000 0.000 0.000 0.076" 22.00 " 52.20 " 16.60 " 16.25 " 0.397$ 0.079" 16
17 3.371" 0.000 0.000 0.000 0.000 0.052" 25.50 " 45.87 " 15.04 " 11.45 " 0.337$ 0.064" 17
18 3.061" 0.000 0.000 0.000 0.000 0.414" 17.39 " 40.10 " 13.63 " 11.38 " 0.333$ 0.045" 18
19 1.697" 0.000 0.000 0.000 0.000 2.630" 14.48 " 33.85 " 12.62 " 26.14 " 0.350$ 0.021" 19
20 0.354" 0.000 0.000 0.000 0.000 4.177" 11.98 " 29.75 " 11.89 " 22.52 " 0.341$ 0.015" 20
21 0.005 0.000 0.000 0.000 0.000 2.538" 12.92 " 29.27 " 10.96 " 17.14 " 0.338$ 0.005" 21
22 0.000 0.000 0.000 0.000 0.000 1.198" 41.89 " 34.97 " 9.966" 15.75 " 0.338$ 0.000" 22
23 0.000 0.000 0.000 0.000 0.000 0.632" 56.61 " 28.70 " 9.085" 12.68 " 0.371$ 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.304" 37.47 " 24.15 " 8.448" 10.72 " 0.435$ 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.115" 33.25 " 21.17 " 8.055" 9.381" 0.418$ 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.039 92.14 " 18.94 " 7.625" 7.804" 0.466$ 0.000 26
27 0.000 0.000 0.000 0.000 0.000 3.876" 68.14 " 17.48 " 7.153" 6.267" 0.436$ 0.000 27
28 0.000 0.000 0.000 0.000 0.000 9.000" 44.52 " 31.93 " 6.831" 5.029" 0.370$ 0.000 28
29 0.000 0.000 0.000 0.000 3.989" 34.06 " 87.91 " 6.998" 4.328" 0.308$ 0.000 29
30 0.000 0.000 0.000 0.000 2.430" 28.97 " 67.49 " 8.944" 3.765" 0.275" 0.000 30
31 0.000 0.000 0.000 24.76 " 45.11 " 3.392" 0.000 31
Mean 0.456" 0.000 0.000 0.000 0.000 1.277" 24.68 " 69.52 # 18.24 " 10.45 " 0.862$ 0.094"
Median 0.000" 0.000 0.000 0.000 0.000 0.359" 17.94 " 55.08 # 17.66 " 8.429" 0.436$ 0.072"
Maximum 5.635" 0.000 0.000 0.000 0.000 9.000" 92.14 " 266.2 # 34.83 " 27.70 " 2.909$ 0.280"
Minimum 0.000" 0.000 0.000 0.000 0.000 0.000" 1.696" 17.48 # 6.831" 3.392" 0.275$ 0.000"
Total 14.12 " 0.000 0.000 0.000 0.000 38.30 " 764.9 "2155 # 547.1 " 324.0 " 25.85 $ 2.899"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.61 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.184$ # ... Relative Uncertainty +/-15%
Annual Total 3872 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 266.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.137" 38.03 " 0.587" 0.370" 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.079" 46.52 " 0.479" 2.615" 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.057" 49.84 " 0.379" 2.177" 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.032 40.88 " 0.567" 1.065" 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.044" 27.92 " 2.103" 0.559" 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.725" 3.861" 19.61 " 2.403" 0.369" 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 1.251" 4.392" 15.20 " 1.814" 0.240" 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.602" 3.908" 12.26 " 1.198" 0.145" 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.214" 2.473" 10.16 " 0.790" 0.059" 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.050" 1.629" 8.282" 0.462" 0.022 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.114" 6.646" 0.314" 0.011 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.710" 5.591" 0.391" 0.001 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.636" 4.704" 0.460" 0.000 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.072" 3.991" 0.356" 0.000 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.232" 3.450" 0.220" 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.244" 2.930" 0.146" 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.216" 2.596" 0.097" 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.92 " 2.609" 0.063" 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.084" 6.046" 0.036 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 6.365" 4.085" 6.916" 0.030 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 6.604" 3.049" 5.013" 0.022 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 7.122" 2.638" 3.715" 0.019 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 7.465" 8.494" 3.012" 0.021 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 4.384" 10.93 " 2.494" 0.025 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 2.730" 7.362" 2.028" 0.013 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 1.722" 5.078" 1.840" 0.013 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 1.155" 3.758" 1.532" 0.011 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.832" 2.887" 1.252" 0.005 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.620" 2.812" 0.977" 0.001 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.410" 19.99 " 0.758" 0.029" 0.000 0.000 30
31 0.000 0.000 0.000 0.251" 40.59 " 0.093" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 1.371" 5.146" 11.23 " 0.424" 0.254" 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.214" 2.887" 4.858" 0.146" 0.000" 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 7.465" 40.59 " 49.84 " 2.403" 2.615" 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.032" 0.758" 0.001" 0.000" 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 42.50 " 159.5 " 336.8 " 13.15 " 7.633" 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.533" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 559.6 "
Maximum Minimum
Daily 49.84 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.739" 5.791" 3.393" 0.024 0.009 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.574" 13.97 " 2.978" 0.677" 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.134" 14.11 " 2.678" 0.888" 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.293" 8.680" 2.037" 0.477" 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.635" 6.238" 1.648" 0.213" 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.272" 10.33 " 1.437" 0.077" 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.131" 78.59 " 1.528" 0.018 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.081" 52.77 " 4.551" 0.005 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.438" 30.52 " 3.523" 0.471" 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.326" 28.75 " 2.542" 7.980" 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.31 " 23.05 " 1.902" 3.162" 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.29 " 15.44 " 1.383" 1.596" 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.37 " 11.66 " 1.049" 1.711" 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 3.588" 7.515" 9.413" 0.831" 1.913" 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 4.456" 5.918" 7.762" 0.706" 6.083" 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 3.457" 18.24 " 6.210" 0.626" 3.214" 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 12.64 " 28.78 " 5.002" 0.527" 1.678" 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 14.02 " 21.06 " 4.419" 0.413" 1.301" 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 6.510" 12.90 " 5.445" 0.303" 1.133" 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 3.208" 8.895" 9.440" 0.203" 0.810" 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 1.644" 6.631" 9.277" 0.160" 0.525" 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 1.024" 5.302" 8.363" 0.108" 0.311" 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 2.105" 4.462" 6.773" 0.061" 0.180" 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 1.662" 3.820" 5.089" 0.042 0.083" 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.761" 3.052" 3.954" 0.040 0.065" 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 1.098" 2.466" 3.670" 0.018 0.034 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 1.398" 2.029" 4.534" 0.011 0.006 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 4.617" 1.840" 4.086" 0.005 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 2.559" 1.703" 3.784" 0.000 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 2.100" 1.302" 3.676" 0.000 0.011 0.000 30
31 0.000 0.000 0.000 1.230" 1.117" 0.000 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 2.196" 6.569" 13.36 " 1.120" 1.155" 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 1.098" 3.052" 8.062" 0.626" 0.474" 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 14.02 " 28.78 " 78.59 " 4.551" 7.980" 0.009
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.081" 3.670" 0.000" 0.000" 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 68.07 " 203.6 " 400.8 " 34.71 " 34.65 " 0.010
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2.027" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 741.9 "
Maximum Minimum
Daily 78.59 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 102.5 " 22.48 " 11.69 " 10.43 " 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 100.1 " 37.57 " 26.27 " 8.933" 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 61.04 " 30.46 " 25.48 " 7.805" 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 43.81 " 20.27 " 18.86 " 7.013" 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 34.25 " 15.71 " 14.43 " 6.158" 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28.18 " 12.65 " 11.92 " 5.451" 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 2.907" 23.75 " 10.33 " 9.607" 4.807" 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 4.461" 20.73 " 8.651" 8.650" 4.117" 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 4.066" 38.72 " 18.15 " 7.305" 3.374" 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 16.22 " 92.00 " 36.71 " 6.250" 2.807" 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 5.782" 79.44 " 23.88 " 7.154" 2.459" 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 8.245" 49.02 " 16.95 " 13.57 " 2.101" 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 29.40 " 37.38 " 13.16 " 10.27 " 1.806" 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 57.60 " 29.62 " 10.76 " 7.712" 1.436" 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 46.93 " 23.51 " 9.795" 6.239" 1.128" 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 32.66 " 19.04 " 26.04 " 5.070" 0.966" 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 18.61 " 15.99 " 40.53 " 4.513" 0.838" 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 13.36 " 14.09 " 26.69 " 4.112" 0.701" 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 11.85 " 16.28 " 33.46 " 7.962" 0.592" 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 10.02 " 24.64 " 25.79 " 36.13 " 0.462" 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 52.66 " 21.42 " 17.55 " 41.20 " 0.347" 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 41.50 " 20.08 " 13.64 " 26.96 " 0.259" 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 24.15 " 15.67 " 11.11 " 17.05 " 0.177" 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 22.54 " 12.34 " 9.330" 12.74 " 0.097" 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 16.45 " 10.84 " 8.622" 11.39 " 0.039 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 28.89 " 10.46 " 8.178" 13.28 " 0.014 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 158.5 " 11.35 " 7.507" 37.17 " 0.005 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 97.29 " 10.45 " 7.733" 35.83 " 0.001 0.000 28
29 0.000 0.000 0.000 0.000 0.000 102.5 " 11.54 " 7.051" 21.30 " 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 130.9 " 17.08 " 6.769" 15.26 " 0.000 0.000 30
31 0.000 0.000 0.000 101.4 " 19.99 " 12.25 " 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 33.52 " 32.75 " 17.92 " 15.73 " 2.478" 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 16.45 " 21.42 " 14.68 " 12.25 " 1.047" 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 158.5 " 102.5 " 40.53 " 41.20 " 10.43 " 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 10.45 " 6.769" 4.112" 0.000" 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 1039 "1015 " 537.5 " 487.6 " 74.33 " 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 8.641" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 3154 "
Maximum Minimum
Daily 158.5 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022
Site 614036 North Dandalup River - North Rd 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 22
23 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.000 0.000 0.000 [ ] [ ] [ ] [ ] 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ]
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ]
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ]
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ]
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 0 0 9 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.000 [ ... Not Available
Ann. Median 0.000
Annual Total 0.000
Missing Days 162
Maximum Minimum
Daily 0.000 0.000