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Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 [ ] [ ] [ ] [ ] [ ] [ ] 24.89 # 145.3 # 60.27 # 30.43 # 39.05 # 8.656$ 1
2 [ ] [ ] [ ] [ ] [ ] [ ] 23.86 # 115.2 # 56.77 # 28.84 # 39.23 # 7.245$ 2
3 [ ] [ ] [ ] [ ] [ ] [ ] 22.66 # 95.74 # 192.3 # 26.90 # 30.31 # 3.275$ 3
4 [ ] [ ] [ ] [ ] [ ] [ ] 21.44 # 81.71 # 233.4 # 27.53 # 24.94 # 2.959$ 4
5 [ ] [ ] [ ] [ ] [ ] [ ] 21.10 # 70.56 # 133.0 # 30.43 # 20.56 # 2.652$ 5
6 [ ] [ ] [ ] [ ] [ ] [ ] 39.34 # 63.04 # 571.7 $ 25.87 # 18.82 # 2.287$ 6
7 [ ] [ ] [ ] [ ] [ ] [ ] 42.63 # 57.09 # 359.2 $ 29.24 # 19.49 # 2.089$ 7
8 [ ] [ ] [ ] [ ] [ ] [ ] 311.3 $ 54.61 # 146.8 # 26.53 # 28.02 # 3.521$ 8
9 [ ] [ ] [ ] [ ] [ ] 336.6 $ 272.5 # 176.5 # 116.0 # 23.82 $ 34.04 # 2.688$ 9
10 [ ] [ ] [ ] [ ] [ ] 121.7 # 143.3 # 126.9 # 96.99 # 22.90 $ 26.89 # 2.347$ 10
11 [ ] [ ] [ ] [ ] [ ] 68.61 # 193.7 # 100.0 # 82.77 # 31.24 # 22.46 # 2.117$ 11
12 [ ] [ ] [ ] [ ] [ ] 50.65 # 199.1 # 108.0 # 247.2 $ 29.12 # 19.29 # 1.901$ 12
13 [ ] [ ] [ ] [ ] [ ] 41.36 # 210.6 # 250.4 # 373.5 $ 21.34 # 14.71 $ 1.628$ 13
14 [ ] [ ] [ ] [ ] [ ] 35.32 # 413.0 $ 122.4 # 144.3 # 25.24 # 13.51 $ 1.449$ 14
15 [ ] [ ] [ ] [ ] [ ] 30.73 # 278.0 $ 84.68 # 101.6 # 19.87 # 12.29 $ 1.832$ 15
16 [ ] [ ] [ ] [ ] [ ] 28.01 # 272.1 $ 74.79 # 80.45 # 19.12 # 11.23 $ 1.581$ 16
17 [ ] [ ] [ ] [ ] [ ] 26.24 # 125.8 # 133.8 # 69.83 # 44.60 # 10.65 $ 1.870$ 17
18 [ ] [ ] [ ] [ ] [ ] 24.42 # 94.64 # 113.0 # 63.28 # 215.0 # 9.560$ 1.883$ 18
19 [ ] [ ] [ ] [ ] [ ] 22.99 # 332.0 $ 117.8 # 59.47 # 94.50 # 7.789$ 1.775$ 19
20 [ ] [ ] [ ] [ ] [ ] 24.16 #1103 $ 189.0 # 62.41 # 51.80 # 7.652$ 1.614$ 20
21 [ ] [ ] [ ] [ ] [ ] 26.28 # 587.0 $ 114.2 # 52.43 # 35.93 # 4.176$ 1.542$ 21
22 [ ] [ ] [ ] [ ] [ ] 25.29 # 252.3 $ 100.2 # 48.74 # 32.07 # 5.358$ 1.490$ 22
23 [ ] [ ] [ ] [ ] [ ] 27.60 # 145.9 # 95.58 # 43.30 # 28.26 # 6.189$ 1.584$ 23
24 [ ] [ ] [ ] [ ] [ ] 34.94 # 188.7 $ 137.7 # 40.94 # 22.94 # 5.611$ 1.783$ 24
25 [ ] [ ] [ ] [ ] [ ] 47.10 # 693.2 $ 113.5 # 38.55 # 20.65 # 5.900$ 1.679$ 25
26 [ ] [ ] [ ] [ ] [ ] 52.11 # 353.3 $ 193.8 # 36.58 # 18.76 # 5.705$ 1.566$ 26
27 [ ] [ ] [ ] [ ] [ ] 43.28 # 271.6 $ 136.4 # 35.24 # 17.24 $ 6.849$ 1.413$ 27
28 [ ] [ ] [ ] [ ] [ ] 34.15 # 179.3 # 98.12 # 34.98 # 13.26 $ 8.942$ 1.633$ 28
29 [ ] [ ] [ ] [ ] 28.43 # 841.3 $ 82.72 # 33.96 # 16.37 $ 9.026$ 1.307$ 29
30 [ ] [ ] [ ] [ ] 26.44 # 447.4 $ 75.85 # 32.14 # 34.40 $ 9.545$ 1.116$ 30
31 [ ] [ ] [ ] 204.1 # 65.73 # 49.27 # 1.278$ 31
Mean [ ] [ ] [ ] [ ] [ ] 52.57 $ 268.0 $ 112.7 # 121.6 $ 35.92 $ 15.93 $ 2.315$
Median [ ] [ ] [ ] [ ] [ ] 32.44 $ 204.1 $ 108.0 # 66.55 $ 27.53 $ 11.76 $ 1.783$
Maximum [ ] [ ] [ ] [ ] [ ] 336.6 $1103 $ 250.4 # 571.7 $ 215.0 $ 39.23 $ 8.656$
Minimum [ ] [ ] [ ] [ ] [ ] 22.99 $ 21.10 $ 54.61 # 32.14 $ 13.26 $ 4.176$ 1.116$
Total [ ] [ ] [ ] [ ] [ ] 1156 $8309 $3494 #3648 $1113 $ 477.8 $ 71.76 $
Missing Days 31 28 31 30 31 8 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 88.69 $ # ... Relative Uncertainty +/-15%
Ann. Median 34.67 $ $ ... Relative Uncertainty +/-20%
Annual Total 18271 $ [ ... Not Available
Missing Days 159
Maximum Minimum
Daily 1103 $ 1.116$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 1.114$ 0.360$ 0.302$ 0.457$ 0.321$ 18.17 $ 178.1 # 519.2 $ 95.31 # 98.28 # 28.41 # 16.48 $ 1
2 0.964$ 0.319$ 0.316$ 0.475$ 0.355$ 6.080$ 150.3 # 424.8 $ 85.79 # 87.72 # 26.98 # 15.86 $ 2
3 1.014$ 0.314$ 0.337$ 0.495$ 0.360$ 2.822$ 391.2 $ 335.7 $ 90.40 # 80.46 # 25.10 # 12.60 $ 3
4 0.919$ 0.352$ 0.341$ 0.480$ 0.448$ 1.719$ 182.6 # 356.5 $ 88.17 # 73.21 # 22.84 # 10.17 $ 4
5 0.819$ 0.387$ 0.331$ 0.437$ 0.498$ 1.638$ 117.6 # 558.1 $ 76.55 # 67.00 # 18.71 $ 9.390$ 5
6 0.718$ 0.420$ 0.360$ 0.412$ 0.371$ 1.586$ 90.59 # 407.4 $ 81.66 # 63.30 # 24.57 $ 10.49 $ 6
7 0.617$ 0.441$ 0.314$ 0.419$ 0.282$ 1.609$ 78.97 # 320.3 # 77.11 # 59.19 # 35.15 # 7.977$ 7
8 0.567$ 0.420$ 0.292$ 0.347$ 0.543$ 1.346$ 286.2 $ 215.5 # 78.20 # 55.86 # 28.70 # 6.939$ 8
9 0.573$ 0.417$ 0.275$ 0.340$ 0.467$ 1.303$ 116.8 # 164.6 # 79.55 # 56.66 # 26.39 # 5.693$ 9
10 0.603$ 0.351$ 0.274$ 0.421$ 0.509$ 1.106$ 81.58 # 149.3 # 148.7 $ 65.48 # 20.80 # 5.144$ 10
11 2.152$ 0.303$ 0.346$ 0.482$ 0.504$ 0.763$ 66.50 # 329.9 $ 259.6 $ 65.20 # 16.13 $ 4.853$ 11
12 0.492$ 0.300$ 0.328$ 0.546$ 0.426$ 0.957$ 63.75 # 205.0 # 139.0 # 55.63 # 14.19 $ 7.423$ 12
13 1.775$ 0.348$ 0.354$ 0.451$ 0.369$ 0.972$ 89.01 # 477.8 $ 106.1 # 50.37 # 14.82 $ 11.98 $ 13
14 0.434$ 0.330$ 0.545$ 0.401$ 0.364$ 1.490$ 67.13 # 266.3 $ 123.9 # 48.51 # 16.66 $ 7.184$ 14
15 0.327$ 0.290$ 0.481$ 0.424$ 0.399$ 4.227$ 69.21 # 310.2 $ 255.2 # 47.32 # 41.04 # 6.911$ 15
16 0.305$ 0.312$ 0.398$ 0.430$ 0.374$ 18.00 $ 179.1 # 201.1 # 242.3 # 43.72 # 58.42 # 4.900$ 16
17 0.336$ 0.297$ 0.346$ 0.444$ 0.391$ 21.56 # 509.6 $ 155.3 # 147.5 # 41.68 # 45.02 # 2.322$ 17
18 0.322$ 0.336$ 0.332$ 0.454$ 0.382$ 109.2 # 316.6 # 124.4 # 332.5 $ 35.65 # 32.50 # 1.095$ 18
19 0.341$ 0.364$ 0.311$ 1.041$ 0.390$ 174.1 # 250.7 # 107.6 # 174.5 # 34.17 # 26.27 # 1.208$ 19
20 0.331$ 0.364$ 0.286$ 0.714$ 0.374$ 316.6 $ 147.0 # 285.2 $ 119.9 # 31.28 # 21.80 # 1.208$ 20
21 0.319$ 0.258$ 0.289$ 0.529$ 0.396$ 240.8 $ 236.3 # 488.5 $ 103.0 # 55.53 # 18.65 $ 1.068$ 21
22 0.264$ 0.270$ 0.363$ 0.459$ 0.416$ 170.5 # 255.2 $ 202.5 # 382.8 $ 90.89 # 14.80 $ 1.033$ 22
23 0.278$ 0.290$ 0.427$ 0.413$ 0.434$ 146.7 # 574.3 $ 161.7 # 196.7 # 86.68 # 15.49 $ 1.004$ 23
24 0.343$ 0.326$ 0.422$ 0.397$ 0.506$ 102.3 # 770.0 $ 294.2 $ 133.0 # 97.21 # 14.40 $ 0.948$ 24
25 0.333$ 0.271$ 0.439$ 0.418$ 0.473$ 66.84 # 456.2 $ 201.0 # 109.3 # 64.95 # 13.08 $ 0.966$ 25
26 0.387$ 0.261$ 0.397$ 0.391$ 0.432$ 53.84 # 206.7 # 138.5 # 114.8 # 49.77 # 10.94 $ 0.891$ 26
27 0.382$ 0.313$ 0.405$ 0.375$ 0.472$ 232.1 $ 334.4 $ 155.3 # 648.3 $ 42.45 # 10.39 $ 0.864$ 27
28 0.412$ 0.300$ 0.400$ 0.335$ 0.496$ 188.7 # 371.8 $ 162.6 # 215.0 # 37.45 # 9.473$ 0.851$ 28
29 0.514$ 0.309$ 0.437$ 0.319$ 0.467$ 114.6 # 496.7 $ 129.7 # 133.8 # 33.61 # 8.656$ 0.796$ 29
30 0.438$ 0.447$ 0.298$ 0.491$ 391.3 $1823 $ 108.5 # 108.8 # 31.06 # 10.15 $ 0.786$ 30
31 0.388$ 0.429$ 2.094$ 759.3 $ 104.2 # 29.29 # 0.736$ 31
Mean 0.606$ 0.332$ 0.365$ 0.453$ 0.477$ 79.76 $ 313.4 $ 260.0 $ 164.9 $ 57.41 # 22.35 $ 5.154$
Median 0.434$ 0.319$ 0.346$ 0.427$ 0.426$ 18.09 $ 206.7 $ 205.0 $ 121.9 $ 55.63 # 19.75 $ 4.853$
Maximum 2.152$ 0.441$ 0.545$ 1.041$ 2.094$ 391.3 $1823 $ 558.1 $ 648.3 $ 98.28 # 58.42 $ 16.48 $
Minimum 0.264$ 0.258$ 0.274$ 0.298$ 0.282$ 0.763$ 63.75 $ 104.2 $ 76.55 $ 29.29 # 8.656$ 0.736$
Total 18.78 $ 9.624$ 11.32 $ 13.60 $ 14.80 $2393 $9717 $8061 $4947 $1780 # 670.5 $ 159.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 75.95 $ # ... Relative Uncertainty +/-15%
Ann. Median 5.419$ $ ... Relative Uncertainty +/-20%
Annual Total 27796 $
Maximum Minimum
Daily 1823 $ 0.258$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.631$ 0.299$ 0.226$ 0.670$ 0.837$ 105.7 $ 24.35 $ 46.25 $ 126.9 $ 33.43 $ 9.391$ 4.155$ 1
2 0.546$ 0.312$ 0.256$ 0.553$ 0.522$ 107.7 $ 22.45 $ 40.96 $ 236.2 # 32.26 $ 9.826$ 1.412$ 2
3 0.482$ 0.348$ 0.391$ 0.472$ 0.646$ 104.2 $ 25.47 $ 40.60 $ 140.1 $ 29.86 $ 9.068$ 1.509$ 3
4 0.477$ 0.330$ 0.362$ 0.640$ 0.587$ 140.8 $ 28.92 $ 184.4 $ 108.5 $ 28.06 $ 4.469$ 1.317$ 4
5 0.478$ 0.299$ 0.197$ 0.681$ 0.464$ 156.8 $ 27.45 $ 369.2 $ 102.8 $ 25.46 $ 4.533$ 1.140$ 5
6 0.491$ 0.252$ 0.188$ 0.600$ 0.410$ 208.1 # 115.4 $ 340.8 # 319.0 # 23.76 $ 5.187$ 1.057$ 6
7 0.494$ 0.223$ 0.205$ 0.589$ 0.379$ 111.4 $ 126.9 $ 228.4 # 139.3 $ 22.95 $ 4.506$ 0.964$ 7
8 0.477$ 0.235$ 0.221$ 0.563$ 0.386$ 301.4 $ 63.00 $ 143.7 $ 288.5 $ 27.80 $ 4.043$ 0.796$ 8
9 0.462$ 0.233$ 0.215$ 0.540$ 0.365$ 321.3 $ 94.08 $1019 $ 393.2 # 75.84 $ 3.575$ 0.753$ 9
10 0.499$ 0.226$ 0.222$ 0.479$ 0.370$ 119.5 $ 60.15 $ 699.4 $ 243.8 # 88.05 $ 3.296$ 0.735$ 10
11 0.481$ 0.244$ 0.231$ 3.538$ 0.440$ 139.2 $ 44.45 $ 231.9 # 140.2 $ 67.89 $ 3.005$ 0.685$ 11
12 0.459$ 0.259$ 0.226$ 0.932$ 0.617$ 116.4 $ 38.25 $ 148.6 $ 143.4 $ 46.75 $ 4.580$ 0.659$ 12
13 0.481$ 0.289$ 0.233$ 0.609$ 0.636$ 103.3 $ 269.4 $ 115.5 $ 112.1 $ 37.33 $ 3.926$ 0.579$ 13
14 0.487$ 0.250$ 0.267$ 0.512$ 0.508$ 71.63 $ 234.0 $ 115.5 $ 89.40 $ 31.94 $ 4.588$ 1.083$ 14
15 0.499$ 0.256$ 0.275$ 0.487$ 0.462$ 55.42 $ 93.76 $ 575.4 $ 78.36 $ 28.40 $ 3.729$ 0.473$ 15
16 0.480$ 0.250$ 0.288$ 0.509$ 0.443$ 46.46 $ 67.49 $ 380.4 $ 66.39 $ 30.06 $ 4.250$ 0.318$ 16
17 0.442$ 0.255$ 0.287$ 0.488$ 0.449$ 40.50 $ 52.75 $ 170.3 $ 56.46 $ 25.84 $ 3.260$ 0.419$ 17
18 0.356$ 0.257$ 0.290$ 0.446$ 0.815$ 35.96 $ 44.08 $ 121.7 $ 59.57 $ 23.07 $ 3.052$ 0.416$ 18
19 0.213$ 0.266$ 0.316$ 0.441$ 2.663$ 35.60 $ 39.11 $ 100.3 $ 62.95 $ 21.00 $ 2.513$ 0.419$ 19
20 0.201$ 0.367$ 0.253$ 0.479$ 7.442$ 50.61 $ 35.28 $ 86.34 $ 61.37 $ 18.82 $ 2.321$ 0.446$ 20
21 0.226$ 0.363$ 0.248$ 0.591$ 4.764$ 60.05 $ 31.89 $ 77.17 $ 53.72 $ 10.99 $ 2.860$ 0.424$ 21
22 0.251$ 0.289$ 0.257$ 0.494$ 4.637$ 48.06 $ 28.98 $ 70.84 $ 48.80 $ 14.76 $ 6.144$ 0.385$ 22
23 0.323$ 0.266$ 0.266$ 0.467$ 4.180$ 60.57 $ 26.63 $ 63.96 $ 44.77 $ 14.64 $ 8.948$ 0.317$ 23
24 0.308$ 0.366$ 0.281$ 0.439$ 22.11 $ 46.69 $ 84.09 $ 58.13 $ 58.14 $ 14.96 $ 7.074$ 0.247$ 24
25 0.272$ 0.352$ 0.325$ 0.398$ 16.44 $ 39.30 $ 215.3 $ 53.34 $ 54.79 $ 15.59 $ 7.162$ 0.281$ 25
26 0.282$ 0.256$ 0.324$ 0.440$ 22.96 $ 34.82 $ 131.1 $ 48.13 $ 47.24 $ 14.34 $ 7.601$ 0.331$ 26
27 0.277$ 0.238$ 0.383$ 0.461$ 29.97 $ 31.32 $ 181.5 $ 61.98 $ 43.67 $ 14.45 $ 9.845$ 0.357$ 27
28 0.276$ 0.248$ 0.319$ 0.457$ 28.14 $ 29.29 $ 118.5 $ 198.3 $ 38.65 $ 14.85 $ 7.712$ 0.359$ 28
29 0.297$ 6.425$ 0.455$ 17.57 $ 28.02 $ 87.11 $ 191.1 $ 36.35 $ 15.46 $ 4.559$ 0.368$ 29
30 0.317$ 2.834$ 0.702$ 16.13 $ 26.42 $ 68.68 $ 100.9 $ 33.31 $ 13.04 $ 4.620$ 0.359$ 30
31 0.320$ 0.778$ 61.14 $ 54.94 $ 74.86 $ 12.39 $ 0.356$ 31
Mean 0.396$ 0.280$ 0.567$ 0.638$ 7.983$ 92.55 $ 81.79 $ 198.6 $ 114.3 $ 28.19 $ 5.321$ 0.746$
Median 0.459$ 0.258$ 0.267$ 0.502$ 0.646$ 60.31 $ 60.15 $ 115.5 $ 72.38 $ 23.76 $ 4.546$ 0.446$
Maximum 0.631$ 0.367$ 6.425$ 3.538$ 61.14 $ 321.3 $ 269.4 $1019 $ 393.2 $ 88.05 $ 9.845$ 4.155$
Minimum 0.201$ 0.223$ 0.188$ 0.398$ 0.365$ 26.42 $ 22.45 $ 40.60 $ 33.31 $ 10.99 $ 2.321$ 0.247$
Total 12.29 $ 7.827$ 17.59 $ 19.13 $ 247.5 $2777 $2535 $6157 $3428 $ 874.0 $ 159.6 $ 23.12 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 44.54 $ # ... Relative Uncertainty +/-15%
Ann. Median 4.469$ $ ... Relative Uncertainty +/-20%
Annual Total 16258 $
Maximum Minimum
Daily 1019 $ 0.188$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.389$ 0.002$ 0.010$ 0.407$ 0.045$ 4.695$ 30.69 # 207.2 " 573.9 " 532.9 # 20.52 # 7.374$ 1
2 0.361$ 0.002$ 0.023$ 0.393$ 0.020$ 3.843$ 28.87 # 101.7 " 881.2 # 212.4 # 23.78 # 10.84 $ 2
3 0.350$ 0.001$ 0.038$ 0.419$ 0.002$ 3.240$ 26.88 $ 137.3 " 480.6 # 142.7 # 23.27 # 10.57 # 3
4 0.327$ 0.001$ 0.031$ 0.439$ 0.000# 7.204$ 45.50 $ 85.42 " 305.8 # 111.2 # 21.71 # 8.684$ 4
5 0.293$ 0.001$ 0.023$ 0.471$ 0.001$ 27.20 $ 76.58 " 170.5 " 115.4 # 95.61 # 19.84 # 6.519$ 5
6 0.229$ 0.000$ 0.011$ 0.454$ 0.015$ 25.45 $ 241.8 " 164.6 " 69.65 # 72.85 # 15.80 $ 3.942$ 6
7 0.202$ 0.000$ 0.012$ 0.491$ 0.056$ 18.78 $ 127.1 " 133.4 " 50.94 # 64.96 # 17.50 # 4.734$ 7
8 0.188$ 0.000$ 0.020$ 0.453$ 0.096$ 116.1 $ 69.19 " 151.7 " 43.18 # 57.91 # 16.72 # 6.865$ 8
9 0.212$ 0.000$ 0.087$ 0.277$ 0.695$ 84.26 " 52.91 # 106.5 " 41.08 # 51.66 # 14.69 # 6.574$ 9
10 0.200$ 0.001$ 1.271$ 0.191$ 0.508$ 174.3 " 44.08 # 110.1 " 41.21 # 46.21 # 9.721$ 5.233$ 10
11 0.180$ 0.000$ 1.828$ 0.268$ 0.094$ 101.2 " 38.74 # 162.2 " 41.50 # 45.65 # 6.151$ 8.117$ 11
12 0.163$ 0.001$ 0.905$ 0.290$ 0.059$ 63.30 # 35.38 # 100.5 " 60.70 # 47.45 # 6.062$ 4.547$ 12
13 0.147$ 0.002$ 0.829$ 0.248$ 0.079$ 63.20 # 32.27 # 71.42 " 116.2 # 48.11 # 12.05 $ 2.986$ 13
14 0.166$ 0.002$ 0.826$ 0.188$ 0.087$ 64.28 # 29.50 # 57.36 # 53.18 # 51.74 # 31.44 # 2.487$ 14
15 0.409$ 0.002$ 0.904$ 0.303$ 0.048$ 41.77 # 27.06 $ 49.71 # 44.18 # 45.01 # 21.93 # 3.731$ 15
16 0.426$ 0.002$ 0.796$ 0.701$ 0.023$ 33.87 # 25.52 $ 48.84 # 41.45 # 47.57 # 14.56 # 4.377$ 16
17 0.325$ 0.003$ 0.512$ 0.509$ 0.026$ 36.49 # 25.36 $ 51.56 # 101.4 # 75.12 # 11.98 # 3.713$ 17
18 0.217$ 0.005$ 0.380$ 0.376$ 0.072$ 43.73 # 82.65 $ 111.9 " 113.9 # 73.40 # 46.42 # 2.294$ 18
19 0.156$ 0.008$ 0.346$ 0.327$ 0.088$ 32.70 # 118.5 " 132.2 " 45.19 # 55.90 # 51.27 # 1.964$ 19
20 0.101$ 0.010$ 1.199$ 0.413$ 0.077$ 27.58 $ 67.29 " 85.07 " 41.62 # 47.04 # 28.14 # 1.529$ 20
21 0.059$ 0.014$ 4.630$ 0.384$ 0.109$ 24.18 $ 50.92 # 74.66 " 476.4 # 41.89 # 21.27 # 1.470$ 21
22 0.037$ 0.020$ 1.651$ 0.326$ 0.070$ 22.01 $ 56.05 # 61.13 " 108.9 # 38.64 # 17.47 # 1.175$ 22
23 0.035$ 0.019$ 1.061$ 0.376$ 0.024$ 20.23 $ 42.86 # 51.03 # 87.51 # 35.71 # 17.72 # 1.285$ 23
24 0.036$ 0.023$ 0.927$ 0.393$ 0.028$ 18.86 $ 35.99 # 58.39 # 112.4 # 33.55 # 16.83 # 1.213$ 24
25 0.029$ 0.024$ 0.857$ 0.299$ 0.030$ 23.51 $ 34.20 # 53.36 # 133.5 # 31.93 # 11.11 $ 1.138$ 25
26 0.011$ 0.024$ 0.614$ 0.234$ 2.290$ 58.01 # 79.96 # 45.50 # 102.6 # 31.44 # 7.572$ 0.949& 26
27 0.006$ 0.021$ 0.450$ 0.221$ 6.098$ 69.35 # 60.11 # 166.0 # 241.8 # 29.78 # 7.746$ 0.788& 27
28 0.003$ 0.008$ 0.449$ 0.170$ 12.63 $ 92.19 " 40.40 # 202.2 " 168.5 # 28.67 # 10.22 $ 0.742& 28
29 0.002$ 0.451$ 0.134$ 12.29 $ 47.41 # 33.42 # 399.4 " 159.1 # 28.49 # 9.175$ 0.623& 29
30 0.001$ 0.449$ 0.092$ 10.55 $ 35.43 # 29.76 # 278.7 " 428.9 # 24.79 # 5.976$ 0.665& 30
31 0.001$ 0.413$ 5.211$ 121.8 $ 187.1 " 21.79 # 0.542& 31
Mean 0.170$ 0.007$ 0.710$ 0.342$ 1.659$ 46.15 $ 58.43 $ 123.1 # 176.1 # 73.29 # 17.95 $ 3.796&
Median 0.166$ 0.002$ 0.451$ 0.351$ 0.072$ 34.65 $ 42.86 $ 106.5 # 105.8 # 47.45 # 16.77 $ 2.986&
Maximum 0.426$ 0.024$ 4.630$ 0.701$ 12.63 $ 174.3 $ 241.8 $ 399.4 # 881.2 # 532.9 # 51.27 $ 10.84 &
Minimum 0.001$ 0.000$ 0.010$ 0.092$ 0.000$ 3.240$ 25.36 $ 45.50 # 41.08 # 21.79 # 5.976$ 0.542&
Total 5.263$ 0.197$ 22.00 $ 10.25 $ 51.43 $1384 $1811 $3817 #5282 #2272 # 538.6 $ 117.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 41.95 & " ... Relative Uncertainty +/-10%
Ann. Median 7.572& # ... Relative Uncertainty +/-15%
Annual Total 15312 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 881.2 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.479& 0.293& 0.403& 0.462& 0.293& 49.63 # 58.07 # 52.08 # 43.52 # 70.19 # 24.05 $ 2.579$ 1
2 0.492& 0.271& 0.386& 0.362& 0.916& 39.94 # 58.96 # 46.17 # 75.97 # 52.08 # 21.23 $ 2.584$ 2
3 0.413& 0.230& 0.306& 0.349& 1.296& 58.72 # 53.16 # 42.06 # 333.9 # 43.14 # 18.27 $ 2.752$ 3
4 0.476& 0.211& 0.294& 0.398& 0.318& 97.53 $ 278.3 # 38.27 # 217.2 # 39.53 # 18.10 $ 2.607$ 4
5 0.751& 0.289& 0.275& 0.421& 0.217& 72.01 # 638.1 # 35.06 # 84.14 # 37.53 # 17.25 $ 0.714$ 5
6 0.875& 0.341& 0.217& 0.334& 2.175& 54.66 # 231.8 # 122.2 # 57.19 # 43.05 # 17.63 $ 2.551$ 6
7 0.756& 0.379& 0.239& 0.402& 0.238& 45.87 # 116.9 # 97.18 # 45.46 # 208.6 # 17.63 $ 1.406$ 7
8 0.497& 0.412& 0.341& 0.195& 0.303& 58.29 # 79.24 # 58.54 # 37.53 $ 695.4 # 17.12 $ 1.166$ 8
9 0.471& 0.278& 0.518& 1.015& 0.955& 105.8 $ 65.30 # 50.47 # 27.27 $ 302.0 # 15.78 $ 1.155$ 9
10 0.478& 0.289& 0.703& 1.086& 0.244& 55.15 # 55.91 # 518.4 # 26.56 $ 125.6 # 14.69 $ 1.274$ 10
11 0.556& 0.328& 1.138& 0.490& 0.280& 93.83 $ 50.25 # 576.9 # 508.8 # 86.96 # 12.96 $ 1.444$ 11
12 0.519& 0.340& 0.405& 0.178& 0.206& 120.7 $ 47.57 # 213.4 # 150.5 # 67.27 # 12.58 $ 1.353$ 12
13 0.508& 0.335& 0.359& 0.155& 0.668& 68.98 # 155.4 # 111.2 # 127.0 # 87.25 # 12.24 $ 1.020$ 13
14 0.568& 0.158& 0.247& 0.249& 0.526& 56.16 # 640.6 # 80.26 # 639.9 # 432.5 # 13.94 $ 1.537$ 14
15 0.555& 0.162& 3.182& 0.236& 0.760& 81.45 $ 240.5 # 80.65 # 490.8 # 201.8 # 11.29 $ 1.505$ 15
16 0.535& 0.175& 0.748& 0.183& 2.071& 138.0 $ 421.1 # 107.1 # 116.3 # 157.8 # 10.96 $ 0.811$ 16
17 0.489& 0.198& 0.368& 1.566& 1.069& 132.1 $ 302.6 # 377.6 # 84.11 # 105.5 # 10.74 $ 0.401$ 17
18 0.592& 0.246& 0.536& 0.741& 0.370& 538.4 $ 176.3 # 379.3 # 73.70 # 77.91 # 11.12 $ 0.151$ 18
19 0.402& 0.342& 1.952$ 0.179& 6.370& 233.0 $ 128.3 # 180.3 # 71.13 # 62.11 # 9.178$ 0.073$ 19
20 0.349& 0.334& 1.399$ 0.293& 10.64 $ 166.1 $ 101.0 # 112.7 # 66.45 # 50.74 # 9.463$ 0.077$ 20
21 0.313& 0.359& 0.831& 0.193& 15.93 $ 70.85 $ 80.68 # 82.89 # 65.22 # 46.25 # 12.16 $ 0.062$ 21
22 0.373& 0.324& 0.365& 0.201& 49.78 # 240.7 $ 59.87 # 65.88 # 71.46 # 43.60 # 8.383$ 0.000$ 22
23 1.395& 0.333& 0.409& 0.267& 14.95 $ 519.8 $ 51.23 # 54.77 # 61.01 # 40.74 # 6.543$ 0.000$ 23
24 1.141& 0.410& 0.400& 0.262& 10.20 # 136.7 # 45.69 # 241.6 # 52.13 # 40.01 # 4.675$ 0.000$ 24
25 0.594& 0.400& 0.338& 0.344& 11.53 # 219.3 $ 43.75 # 328.9 # 47.91 # 37.70 # 1.827$ 0.000$ 25
26 0.442& 0.314& 0.282& 0.429& 21.35 # 462.8 $ 91.69 # 126.6 # 46.53 # 35.83 # 1.581$ 0.000$ 26
27 0.267& 0.277& 0.372& 0.379& 59.13 $ 157.6 " 73.59 # 65.22 # 58.57 # 34.30 # 5.216$ 0.000$ 27
28 0.218& 0.368& 0.200& 0.351& 127.2 $ 160.1 # 159.6 # 53.62 # 78.13 # 31.81 $ 3.660$ 0.003$ 28
29 0.231& 0.252& 0.320& 122.3 $ 103.8 # 143.6 # 649.6 # 59.56 # 31.24 $ 3.014$ 0.004$ 29
30 0.183& 0.350& 0.686& 85.24 $ 71.01 # 86.40 # 267.9 # 51.15 # 29.68 $ 2.737$ 0.003$ 30
31 0.236& 0.211& 61.35 # 63.54 # 71.11 # 26.10 $ 0.397$ 31
Mean 0.521& 0.300& 0.581& 0.424& 19.64 & 147.0 $ 154.8 # 170.6 # 129.0 $ 107.9 $ 11.53 $ 0.891$
Median 0.489& 0.319& 0.368& 0.346& 1.296& 100.7 $ 86.40 # 97.18 # 68.79 $ 50.74 $ 11.73 $ 0.714$
Maximum 1.395& 0.412& 3.182& 1.566& 127.2 & 538.4 $ 640.6 # 649.6 # 639.9 $ 695.4 $ 24.05 $ 2.752$
Minimum 0.183& 0.158& 0.200& 0.155& 0.206& 39.94 $ 43.75 # 35.06 # 26.56 $ 26.10 $ 1.581$ 0.000$
Total 16.15 & 8.397& 18.03 & 12.73 & 608.8 &4409 $4799 #5288 #3869 $3344 $ 346.0 $ 27.63 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 62.32 & " ... Relative Uncertainty +/-10%
Ann. Median 10.64 & # ... Relative Uncertainty +/-15%
Annual Total 22747 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 695.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.000$ 0.000$ 0.000$ 0.000$ 1.551$ 0.855$ 252.1 $ 99.04 $ 374.7 $ 35.73 $ 6.562$ 2.331$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 1.026$ 0.916$ 627.0 $ 143.4 $ 316.3 $ 30.78 $ 5.925$ 1.925$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.667$ 1.106$ 205.3 $ 141.7 $ 240.4 $ 28.88 $ 5.636$ 1.701$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.468$ 0.957$1022 $ 94.17 $ 170.0 $ 26.57 $ 5.596$ 1.330$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.322$ 0.875$ 432.6 $ 454.0 $ 129.0 $ 26.02 $ 4.918$ 1.077$ 5
6 5.079$ 0.000$ 0.000$ 0.000$ 0.276$ 0.817$ 227.9 $ 697.1 $ 544.5 $ 26.57 $ 4.375$ 0.665$ 6
7 0.616$ 0.000$ 0.000$ 0.000$ 0.267$ 0.690$ 259.9 $ 447.1 $ 307.1 $ 24.56 $ 4.513$ 0.561$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.309$ 0.549$ 140.2 $ 230.5 $ 180.8 $ 18.91 $ 5.757$ 0.488$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.260$ 0.527$ 99.60 $ 150.3 $ 129.3 $ 19.98 $ 6.860$ 0.425$ 9
10 0.000$ 0.000$ 0.139$ 0.000$ 0.354$ 0.685$ 289.5 $ 109.5 $ 105.9 $ 22.12 $ 7.292$ 0.366$ 10
11 0.000$ 0.000$ 0.019$ 0.000$ 1.463$ 0.736$ 418.4 $ 92.52 $ 92.03 $ 19.78 $ 6.204$ 0.326$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 8.300$ 1.064$ 152.6 $ 75.15 $ 85.74 $ 19.34 $ 5.030$ 0.309$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 5.929$ 1.045$ 529.7 $ 71.57 $ 108.5 $ 18.44 $ 3.336$ 0.280$ 13
14 5.411$ 0.000$ 0.000$ 0.021$ 3.337$ 47.64 $ 403.7 $ 75.13 $ 100.7 $ 17.34 $ 2.472$ 0.266$ 14
15 14.70 $ 0.000$ 0.000$ 0.166$ 2.394$ 57.44 $ 370.2 $ 93.52 $ 107.4 $ 15.03 $ 2.384$ 0.264$ 15
16 13.08 $ 0.000$ 0.000$ 0.159$ 1.968$ 26.61 $ 382.1 $ 584.0 $ 98.84 $ 9.700$ 1.560$ 0.243$ 16
17 6.070$ 0.000$ 0.000$ 0.155$ 1.641$ 19.33 $1057 $ 234.6 $ 71.13 $ 12.52 $ 1.573$ 0.220$ 17
18 7.044$ 0.000$ 0.000$ 0.150$ 1.485$ 17.11 $ 633.1 $ 129.2 $ 62.45 $ 12.19 $ 1.542$ 0.224$ 18
19 0.075$ 0.000$ 0.000$ 0.161$ 1.306$ 24.16 $ 404.0 $ 99.59 $ 57.06 $ 10.82 $ 2.758$ 0.242$ 19
20 0.000$ 0.000$ 0.000$ 0.173$ 1.093$ 54.36 $ 350.1 $ 81.40 $ 54.93 $ 10.07 $ 2.165$ 0.215$ 20
21 0.000$ 0.000$ 0.002$ 0.196$ 0.995$ 45.62 $ 234.9 $ 71.50 $ 50.80 $ 10.93 $ 1.993$ 0.215$ 21
22 10.03 $ 0.000$ 0.032$ 0.194$ 0.957$ 24.43 $ 220.9 $ 63.25 $ 48.26 $ 10.88 $ 1.891$ 0.217$ 22
23 40.07 $ 0.000$ 0.000$ 0.204$ 0.922$ 20.97 $ 185.2 $ 58.66 $ 42.93 $ 10.33 $ 1.682$ 0.230$ 23
24 14.48 $ 0.000$ 0.000$ 0.205$ 0.886$ 28.45 $ 136.6 $ 84.36 $ 37.37 $ 9.958$ 1.667$ 0.253$ 24
25 7.213$ 0.000$ 0.000$ 0.208$ 0.933$ 91.12 $ 107.0 $ 75.20 $ 37.76 $ 8.906$ 1.702$ 0.225$ 25
26 3.400$ 0.000$ 0.000$ 0.264$ 0.933$ 71.42 $ 92.80 $ 149.7 $ 33.75 $ 8.364$ 1.807$ 0.214$ 26
27 1.467$ 0.000$ 0.000$ 0.324$ 0.810$ 45.19 $ 79.81 $ 98.56 $ 35.86 $ 7.736$ 2.443$ 0.202$ 27
28 0.484$ 0.000$ 0.000$ 0.654$ 0.720$ 39.20 $ 124.4 $ 79.58 $ 42.50 $ 5.950$ 3.500$ 0.230$ 28
29 0.148$ 0.000$ 0.000$ 0.613$ 0.729$ 32.35 $ 143.6 $ 110.8 $ 41.00 $ 6.167$ 3.031$ 0.245$ 29
30 0.000$ 0.000$ 2.899$ 0.633$ 27.67 $ 82.01 $ 177.3 $ 40.54 $ 6.315$ 2.621$ 0.229$ 30
31 0.000$ 0.000$ 0.544$ 86.83 $ 554.8 $ 6.704$ 0.250$ 31
Mean 4.173$ 0.000$ 0.006$ 0.225$ 1.403$ 22.80 $ 314.6 $ 181.5 $ 124.9 $ 16.05 $ 3.627$ 0.515$
Median 0.075$ 0.000$ 0.000$ 0.153$ 0.933$ 20.15 $ 234.9 $ 99.59 $ 88.88 $ 12.52 $ 2.895$ 0.253$
Maximum 40.07 $ 0.000$ 0.139$ 2.899$ 8.300$ 91.12 $1057 $ 697.1 $ 544.5 $ 35.73 $ 7.292$ 2.331$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.260$ 0.527$ 79.81 $ 58.66 $ 33.75 $ 5.950$ 1.542$ 0.202$
Total 129.4 $ 0.000$ 0.191$ 6.746$ 43.48 $ 683.9 $9752 $5627 $3747 $ 497.6 $ 108.8 $ 15.97 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 56.32 $ $ ... Relative Uncertainty +/-20%
Ann. Median 1.754$
Annual Total 20613 $
Maximum Minimum
Daily 1057 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.263$ 0.234$ 0.274$ 0.163$ 0.221$ 3.035$ 4.909$ 47.08 $ 52.31 $ 92.79 $ 0.780$ 0.686$ 1
2 0.213$ 0.192$ 0.237$ 0.190$ 0.294$ 2.662$ 5.944$ 34.75 $ 46.78 $ 43.46 $ 0.748$ 0.718$ 2
3 0.206$ 0.175$ 0.202$ 0.234$ 0.175$ 3.851$ 9.109$ 29.46 $ 42.34 $ 25.16 $ 0.724$ 0.782$ 3
4 0.223$ 0.164$ 0.215$ 0.250$ 0.192$ 4.978$ 10.24 $ 59.07 $ 34.82 $ 18.96 $ 0.727$ 0.812$ 4
5 0.246$ 0.178$ 0.220$ 0.250$ 0.198$ 4.562$ 7.434$ 35.27 $ 32.98 $ 16.01 $ 0.670$ 0.782$ 5
6 0.263$ 0.257$ 0.226$ 0.238$ 0.748$ 3.310$ 6.124$ 31.68 $ 131.2 $ 14.21 $ 0.635$ 0.780$ 6
7 0.297$ 0.264$ 0.264$ 0.225$ 0.919$ 2.834$ 6.425$ 41.87 $ 95.42 $ 12.82 $ 0.649$ 0.790$ 7
8 0.258$ 0.221$ 0.268$ 0.206$ 0.620$ 2.814$ 53.89 $ 33.93 $ 62.06 $ 11.62 $ 0.672$ 0.753$ 8
9 0.246$ 0.376$ 0.268$ 0.184$ 0.397$ 0.925$ 79.17 $ 79.11 $ 47.86 $ 10.42 $ 0.625$ 0.734$ 9
10 0.242$ 0.226$ 0.264$ 0.203$ 0.461$ 4.566$ 43.60 $ 73.14 $ 42.92 $ 9.085$ 0.623$ 0.777$ 10
11 0.263$ 0.242$ 0.252$ 0.206$ 0.390$ 6.683$ 22.25 $ 47.90 $ 35.57 $ 8.069$ 0.631$ 0.674$ 11
12 0.276$ 0.247$ 0.229$ 0.199$ 1.048$ 5.736$ 18.98 $ 44.37 $ 31.80 $ 7.286$ 0.656$ 0.821$ 12
13 0.247$ 0.190$ 0.202$ 0.204$ 1.078$ 4.405$ 26.78 $ 36.40 $ 27.21 $ 5.618$ 0.693$ 0.812$ 13
14 0.222$ 0.167$ 0.193$ 0.209$ 0.719$ 3.693$ 15.39 $ 144.3 $ 23.83 $ 6.045$ 0.707$ 1.027$ 14
15 0.190$ 0.163$ 0.230$ 0.205$ 0.509$ 3.333$ 12.05 $ 201.8 $ 25.28 $ 3.926$ 0.679$ 0.651$ 15
16 0.188$ 0.284$ 0.268$ 0.203$ 0.438$ 3.247$ 10.25 $ 95.40 $ 21.77 $ 3.974$ 0.609$ 0.486$ 16
17 0.216$ 0.320$ 0.261$ 0.210$ 0.407$ 3.517$ 9.276$ 61.54 $ 17.05 $ 3.875$ 0.612$ 0.535$ 17
18 0.261$ 0.272$ 0.250$ 0.215$ 0.387$ 3.486$ 8.455$ 49.53 $ 15.37 $ 2.950$ 0.693$ 0.507$ 18
19 0.261$ 0.236$ 0.241$ 0.204$ 0.368$ 3.746$ 7.605$ 42.42 $ 12.25 $ 3.575$ 2.076$ 0.434$ 19
20 0.193$ 0.227$ 0.212$ 0.204$ 0.596$ 3.672$ 7.410$ 37.50 $ 11.55 $ 4.029$ 0.830$ 0.569$ 20
21 0.232$ 0.198$ 0.187$ 0.193$ 0.583$ 3.432$ 10.19 $ 33.95 $ 10.42 $ 9.255$ 0.763$ 0.551$ 21
22 0.189$ 0.213$ 0.171$ 0.199$ 0.462$ 3.112$ 12.07 $ 31.18 $ 36.22 $ 33.43 $ 0.702$ 0.450$ 22
23 0.169$ 0.275$ 0.170$ 0.201$ 0.345$ 2.849$ 9.123$ 29.80 $ 97.95 $ 8.468$ 0.652$ 0.465$ 23
24 0.171$ 0.317$ 0.193$ 0.227$ 0.769$ 2.716$ 7.725$ 122.4 $ 33.32 $ 3.550$ 0.667$ 0.440$ 24
25 0.163$ 0.346$ 0.235$ 0.283$ 1.160$ 2.655$ 6.861$ 108.9 $ 23.42 $ 1.996$ 0.625$ 0.249$ 25
26 0.177$ 0.321$ 0.262$ 0.258$ 2.041$ 2.709$ 6.268$ 50.81 $ 19.70 $ 1.384$ 0.622$ 0.152$ 26
27 0.187$ 0.241$ 0.255$ 0.219$ 2.784$ 2.745$ 6.032$ 38.10 $ 18.08 $ 1.178$ 0.632$ 0.136$ 27
28 0.180$ 0.228$ 0.247$ 0.238$ 2.025$ 2.772$ 7.165$ 33.92 $ 16.62 $ 1.048$ 0.647$ 0.163$ 28
29 0.180$ 0.223$ 0.255$ 2.000$ 2.716$ 8.274$ 47.60 $ 37.06 $ 0.958$ 0.594$ 0.176$ 29
30 0.160$ 0.195$ 0.238$ 2.634$ 3.534$ 68.48 $ 162.0 $ 42.10 $ 0.858$ 0.652$ 0.181$ 30
31 0.189$ 0.167$ 3.992$ 95.00 $ 69.74 $ 0.814$ 0.199$ 31
Mean 0.218$ 0.242$ 0.228$ 0.217$ 0.934$ 3.476$ 19.43 $ 63.06 $ 38.18 $ 11.83 $ 0.720$ 0.558$
Median 0.216$ 0.235$ 0.230$ 0.208$ 0.583$ 3.321$ 9.123$ 47.08 $ 33.15 $ 6.045$ 0.662$ 0.569$
Maximum 0.297$ 0.376$ 0.274$ 0.283$ 3.992$ 6.683$ 95.00 $ 201.8 $ 131.2 $ 92.79 $ 2.076$ 1.027$
Minimum 0.160$ 0.163$ 0.167$ 0.163$ 0.175$ 0.925$ 4.909$ 29.46 $ 10.42 $ 0.814$ 0.594$ 0.136$
Total 6.771$ 6.778$ 7.080$ 6.511$ 28.96 $ 104.3 $ 602.5 $1955 $1145 $ 366.8 $ 21.60 $ 17.29 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.70 $ $ ... Relative Uncertainty +/-20%
Ann. Median 0.724$
Annual Total 4269 $
Maximum Minimum
Daily 201.8 $ 0.136$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.207$ 0.377$ 0.914$ 0.964$ 1.273$ 1.677$ 83.37 $ 78.09 $ 450.7 $ 31.17 $ 48.06 $ 1.205$ 1
2 0.211$ 0.456$ 0.926$ 0.971$ 1.293$ 1.873$ 126.5 $ 74.70 $ 335.2 $ 29.85 $ 82.02 $ 1.047$ 2
3 0.223$ 0.471$ 0.950$ 0.977$ 1.442$ 3.082$ 88.46 $ 66.05 $ 276.2 $ 28.73 $ 51.78 $ 0.916$ 3
4 0.242$ 0.462$ 0.980$ 0.987$ 1.464$ 38.56 $ 73.81 $ 81.80 $ 193.9 $ 27.76 $ 31.17 $ 0.856$ 4
5 0.196$ 0.488$ 0.974$ 1.011$ 1.379$ 100.4 $ 163.9 $ 173.5 $ 144.0 $ 30.37 $ 21.98 $ 0.966$ 5
6 0.188$ 0.503$ 0.907$ 1.038$ 1.583$ 93.88 $ 95.74 $ 111.7 $ 118.6 $ 74.20 $ 20.13 $ 1.071$ 6
7 0.201$ 0.494$ 0.917$ 1.109$ 1.769$ 55.50 $ 102.6 $ 86.11 $ 94.06 $ 89.47 $ 15.38 $ 1.326$ 7
8 0.227$ 0.496$ 0.893$ 1.230$ 1.777$ 36.83 $ 109.2 $ 71.41 $ 84.05 $ 64.21 $ 11.51 $ 1.073$ 8
9 0.257$ 0.509$ 0.854$ 1.223$ 1.753$ 29.35 $ 94.94 $ 762.0 $ 71.36 $ 50.20 $ 11.87 $ 0.875$ 9
10 0.268$ 0.502$ 0.848$ 1.199$ 1.741$ 26.21 $ 95.12 $ 540.3 $ 72.60 $ 44.03 $ 13.66 $ 0.749$ 10
11 0.253$ 0.502$ 0.813$ 1.230$ 1.721$ 19.99 $ 193.5 $ 308.8 $ 68.24 $ 41.02 $ 11.53 $ 0.768$ 11
12 0.255$ 0.548$ 0.728$ 1.214$ 1.653$ 18.26 $ 231.5 $ 164.5 $ 65.79 $ 36.70 $ 8.658$ 0.835$ 12
13 0.269$ 0.600$ 0.736$ 1.186$ 1.683$ 20.64 $ 160.4 $ 124.3 $ 67.78 $ 32.09 $ 7.762$ 0.897$ 13
14 0.334$ 0.692$ 0.768$ 1.250$ 1.794$ 23.94 $ 205.6 $ 105.8 $ 73.11 $ 29.55 $ 6.968$ 0.886$ 14
15 0.270$ 0.756$ 0.822$ 1.325$ 1.829$ 35.99 $ 203.6 $ 114.8 $ 169.6 $ 28.67 $ 5.042$ 0.859$ 15
16 0.248$ 0.800$ 0.868$ 1.638$ 1.876$ 34.68 $ 139.5 $ 105.5 $ 116.1 $ 28.03 $ 3.779$ 0.830$ 16
17 0.250$ 0.814$ 0.905$ 1.403$ 1.923$ 26.98 $ 104.3 $ 79.03 $ 77.14 $ 30.20 $ 1.945$ 0.815$ 17
18 0.258$ 0.810$ 0.902$ 1.408$ 1.871$ 25.88 $ 307.5 $ 69.67 $ 61.80 $ 70.88 $ 2.190$ 0.786$ 18
19 0.268$ 0.854$ 0.887$ 1.467$ 1.688$ 49.51 $ 480.8 $ 63.94 $ 55.82 $ 55.79 $ 2.069$ 0.714$ 19
20 0.247$ 0.881$ 0.941$ 1.522$ 1.657$ 41.35 $ 171.6 $ 60.79 $ 53.01 $ 42.42 $ 1.864$ 0.677$ 20
21 0.245$ 0.871$ 0.980$ 1.472$ 1.758$ 31.13 $ 123.2 $ 57.61 $ 54.26 $ 33.94 $ 1.630$ 0.630$ 21
22 0.252$ 0.899$ 0.988$ 1.464$ 1.785$ 25.72 $ 105.1 $ 56.51 $ 48.49 $ 30.20 $ 1.572$ 0.564$ 22
23 0.253$ 0.852$ 1.003$ 1.546$ 1.802$ 23.14 $ 88.47 $ 50.92 $ 57.49 $ 26.37 $ 1.480$ 0.544$ 23
24 0.283$ 0.910$ 1.032$ 1.571$ 1.832$ 21.89 $ 247.4 $ 49.95 $ 60.10 $ 21.05 $ 1.537$ 0.598$ 24
25 0.298$ 0.878$ 1.077$ 1.484$ 1.707$ 20.70 $ 275.8 $ 58.62 $ 55.11 $ 21.73 $ 1.327$ 0.742$ 25
26 0.272$ 0.785$ 1.056$ 1.487$ 1.535$ 22.87 $ 236.3 $ 76.17 $ 51.15 $ 18.95 $ 1.360$ 0.789$ 26
27 0.280$ 0.832$ 0.953$ 1.382$ 1.575$ 23.99 $ 236.0 $ 103.7 $ 40.97 $ 17.68 $ 1.247$ 0.859$ 27
28 0.305$ 0.848$ 0.887$ 1.293$ 1.737$ 25.04 $ 140.3 $ 84.83 $ 34.43 $ 23.24 $ 1.228$ 0.893$ 28
29 0.338$ 0.903$ 1.333$ 1.770$ 104.8 $ 105.3 $ 67.28 $ 32.23 $ 29.26 $ 1.333$ 0.934$ 29
30 0.355$ 0.950$ 1.300$ 1.750$ 95.72 $ 89.27 $ 98.68 $ 30.97 $ 23.99 $ 1.477$ 0.841$ 30
31 0.354$ 0.973$ 1.689$ 81.17 $ 232.3 $ 18.26 $ 0.806$ 31
Mean 0.262$ 0.675$ 0.914$ 1.289$ 1.681$ 35.99 $ 160.0 $ 134.8 $ 103.8 $ 36.45 $ 12.45 $ 0.850$
Median 0.255$ 0.724$ 0.914$ 1.296$ 1.737$ 26.05 $ 126.5 $ 81.80 $ 68.01 $ 30.20 $ 4.411$ 0.841$
Maximum 0.355$ 0.910$ 1.077$ 1.638$ 1.923$ 104.8 $ 480.8 $ 762.0 $ 450.7 $ 89.47 $ 82.02 $ 1.326$
Minimum 0.188$ 0.377$ 0.728$ 0.964$ 1.273$ 1.677$ 73.81 $ 49.95 $ 30.97 $ 17.68 $ 1.228$ 0.544$
Total 8.107$ 18.89 $ 28.33 $ 38.68 $ 52.11 $1080 $4960 $4179 $3114 $1130 $ 373.6 $ 26.35 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 41.12 $ $ ... Relative Uncertainty +/-20%
Ann. Median 1.769$
Annual Total 15009 $
Maximum Minimum
Daily 762.0 $ 0.188$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.777$ 3.548$ 6.199$ 71.16 $ 37.06 $ 130.6 $ 469.9 $ 265.4 $ 141.2 $ 126.8 $ 43.21 $ 22.18 $ 1
2 0.737$ 4.062$ 6.151$ 41.19 $ 33.57 $ 175.6 $ 337.0 $ 224.8 $ 130.6 $ 109.7 $ 39.72 $ 20.89 $ 2
3 0.605$ 4.457$ 6.176$ 28.73 $ 30.96 $ 175.9 $1039 $ 652.3 $ 115.6 $ 98.14 $ 36.64 $ 20.51 $ 3
4 0.704$ 4.777$ 6.275$ 20.91 $ 29.00 $ 148.3 $ 741.4 $ 456.6 $ 128.5 $ 91.16 $ 35.66 $ 20.01 $ 4
5 0.810$ 4.979$ 6.506$ 12.45 $ 27.76 $ 130.5 $ 603.3 $ 316.2 $ 132.2 $ 82.61 $ 33.73 $ 16.67 $ 5
6 0.855$ 5.077$ 6.611$ 10.47 $ 26.87 $ 118.8 $ 467.1 $ 238.8 $ 119.9 $ 79.22 $ 32.73 $ 13.30 $ 6
7 0.894$ 5.112$ 6.693$ 9.919$ 26.51 $ 110.9 $ 339.4 $ 201.2 $ 113.6 $ 77.25 $ 30.39 $ 11.68 $ 7
8 0.856$ 4.885$ 6.634$ 9.500$ 26.71 $ 100.9 $ 275.5 $ 173.4 $ 115.6 $ 72.89 $ 29.84 $ 9.937$ 8
9 0.856$ 4.529$ 6.459$ 9.498$ 27.25 $ 94.31 $ 308.7 $ 156.4 $ 179.1 $ 71.00 $ 28.31 $ 9.666$ 9
10 0.890$ 3.595$ 6.073$ 11.09 $ 26.98 $ 90.56 $ 759.9 $ 185.9 $ 307.2 $ 65.33 $ 26.27 $ 8.946$ 10
11 0.991$ 3.321$ 5.710$ 14.65 $ 26.07 $ 89.78 $1167 $ 716.7 $ 362.0 $ 61.66 $ 24.10 $ 8.962$ 11
12 1.135$ 4.385$ 5.896$ 36.42 $ 27.98 $ 86.96 $ 463.8 $ 405.7 $ 249.0 $ 65.19 $ 21.97 $ 9.540$ 12
13 1.150$ 4.271$ 6.272$ 73.78 $ 29.49 $ 82.38 $ 325.3 $ 247.7 $ 222.7 $ 88.60 $ 22.26 $ 9.203$ 13
14 1.242$ 3.840$ 6.489$ 102.8 $ 38.12 $ 77.21 $ 718.9 $ 197.8 $ 183.7 $ 106.1 $ 20.58 $ 8.742$ 14
15 1.296$ 3.833$ 6.928$ 71.98 $ 48.54 $ 73.77 $ 633.7 $ 175.5 $ 147.7 $ 94.62 $ 19.13 $ 8.081$ 15
16 1.409$ 4.763$ 7.383$ 55.03 $ 59.21 $ 70.15 $ 357.7 $ 393.1 $ 125.1 $ 82.59 $ 19.39 $ 7.951$ 16
17 1.485$ 6.301$ 7.815$ 40.22 $ 99.52 $ 66.69 $ 275.1 $ 297.1 $ 111.4 $ 72.47 $ 22.61 $ 7.720$ 17
18 1.577$ 5.995$ 8.225$ 33.43 $ 118.1 $ 63.21 $ 237.7 $ 210.0 $ 102.1 $ 70.15 $ 43.06 $ 7.512$ 18
19 1.815$ 5.169$ 8.520$ 29.46 $ 76.32 $ 60.38 $ 215.4 $ 180.6 $ 95.15 $ 65.60 $ 61.29 $ 8.014$ 19
20 2.163$ 4.401$ 8.070$ 27.38 $ 70.86 $ 58.37 $ 228.6 $ 186.2 $ 97.55 $ 62.79 $ 68.05 $ 8.275$ 20
21 2.514$ 3.974$ 8.070$ 26.60 $ 125.4 $ 56.76 $ 245.5 $ 372.3 $ 123.6 $ 60.10 $ 51.27 $ 8.254$ 21
22 3.168$ 4.035$ 8.606$ 27.00 $ 302.6 $ 55.81 $ 271.5 $1912 $ 255.2 $ 56.66 $ 38.08 $ 8.849$ 22
23 4.147$ 4.592$ 9.489$ 26.75 $ 227.4 $ 63.27 $ 211.7 $ 897.5 $ 410.5 $ 54.81 $ 30.39 $ 8.549$ 23
24 4.189$ 5.149$ 10.06 $ 33.77 $ 160.4 $ 124.5 $ 185.8 $ 437.5 $ 285.0 $ 51.32 $ 27.41 $ 8.459$ 24
25 3.955$ 5.368$ 10.46 $ 73.68 $ 126.9 $ 141.2 $ 172.1 $ 356.6 $ 281.6 $ 49.69 $ 37.04 $ 8.543$ 25
26 3.259$ 5.405$ 10.77 $ 85.12 $ 107.1 $ 221.1 $ 167.1 $ 277.8 $ 205.3 $ 45.82 $ 44.43 $ 8.462$ 26
27 2.829$ 5.767$ 10.99 $ 68.70 $ 93.55 $ 621.6 $ 220.2 $ 229.3 $ 161.6 $ 64.76 $ 37.90 $ 8.225$ 27
28 3.011$ 6.131$ 11.48 $ 56.22 $ 82.71 $ 692.2 $ 204.7 $ 200.6 $ 134.6 $ 59.62 $ 28.12 $ 8.351$ 28
29 3.431$ 12.18 $ 47.50 $ 77.09 $ 749.4 $ 164.0 $ 183.2 $ 135.4 $ 50.71 $ 24.40 $ 8.650$ 29
30 3.390$ 30.38 $ 41.74 $ 81.81 $ 679.0 $ 438.2 $ 165.6 $ 170.4 $ 49.15 $ 19.92 $ 8.751$ 30
31 3.459$ 115.0 $ 99.96 $ 440.0 $ 151.9 $ 46.81 $ 8.914$ 31
Mean 1.922$ 4.704$ 12.02 $ 39.90 $ 76.51 $ 180.3 $ 409.2 $ 356.9 $ 178.1 $ 72.04 $ 33.26 $ 10.70 $
Median 1.409$ 4.678$ 7.383$ 33.60 $ 59.21 $ 97.63 $ 325.3 $ 238.8 $ 138.3 $ 65.60 $ 30.39 $ 8.751$
Maximum 4.189$ 6.301$ 115.0 $ 102.8 $ 302.6 $ 749.4 $1167 $1912 $ 410.5 $ 126.8 $ 68.05 $ 22.18 $
Minimum 0.605$ 3.321$ 5.710$ 9.498$ 26.07 $ 55.81 $ 164.0 $ 151.9 $ 95.15 $ 45.82 $ 19.13 $ 7.512$
Total 59.60$ 131.7 $ 372.5 $ 1197 $ 2372 $ 5410 $12685 $11065 $ 5343 $ 2233 $ 997.9 $ 331.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 115.6 $ $ ... Relative Uncertainty +/-20%
Ann. Median 46.81 $
Annual Total 42199 $
Maximum Minimum
Daily 1912 $ 0.605$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 8.582$ 0.434$ 0.208$ 0.551$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 8.421$ 0.410$ 0.257$ 0.607$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 8.597$ 0.368$ 0.317$ 0.665$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 8.585$ 0.359$ 0.358$ 0.742$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 8.575$ 0.381$ 0.393$ 0.682$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 8.648$ 0.367$ 0.438$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 8.408$ 0.450$ 0.476$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 8.281$ 0.535$ 0.587$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 7.677$ 0.578$ 0.620$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 7.778$ 0.631$ 0.687$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 8.117$ 0.630$ 0.617$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 7.816$ 0.596$ 0.572$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 7.966$ 0.576$ 0.525$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 4.183$ 0.552$ 0.451$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 0.139$ 0.489$ 0.657$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 0.138$ 0.361$ 0.932$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.190$ 0.284$ 0.743$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.259$ 0.303$ 0.432$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.310$ 0.314$ 0.304$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.308$ 0.340$ 0.247$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.322$ 0.340$ 0.224$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 0.298$ 0.288$ 0.193$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 0.285$ 0.238$ 0.178$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.308$ 0.221$ 0.178$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.339$ 0.210$ 0.161$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.338$ 0.196$ 0.134$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.349$ 0.201$ 0.143$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.343$ 0.196$ 0.186$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.399$ 0.189$ 0.296$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.417$ 0.408$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.421$ 0.481$ [ ] [ ] [ ] [ ] [ ] 31
Mean 3.768$ 0.381$ 0.400$ 0.650$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.417$ 0.361$ 0.393$ 0.665$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 8.648$ 0.631$ 0.932$ 0.742$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.138$ 0.189$ 0.134$ 0.551$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 116.8 $ 11.04 $ 12.40 $ 3.248$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 25 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 1.495$ $ ... Relative Uncertainty +/-20%
Ann. Median 0.396$ [ ... Not Available
Annual Total 143.5 $
Missing Days 270
Maximum Minimum
Daily 8.648$ 0.134$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 [ ] [ ] [ ] 1.709$ 1.988$ 1.688$ 3.431$ 30.26 $ 63.54 # 7.405$ 0.664$ 0.104$ 1
2 [ ] [ ] [ ] 1.805$ 1.626$ 1.556$ 3.041$ 60.46 $ 49.59 $ 5.129$ 0.376$ 0.068$ 2
3 [ ] [ ] [ ] 1.847$ 1.012$ 1.499$ 2.781$ 39.09 $ 35.08 $ 9.700$ 0.299$ 0.051$ 3
4 [ ] [ ] [ ] 1.652$ 1.061$ 1.402$ 4.632$ 28.17 $ 29.15 $ 11.03 $ 0.239$ 0.053$ 4
5 [ ] [ ] [ ] 1.662$ 1.026$ 1.351$ 6.761$ 22.29 $ 25.17 $ 10.01 $ 0.166$ 0.053$ 5
6 [ ] [ ] [ ] 1.603$ 1.126$ 1.273$ 4.764$ 21.20 $ 21.29 $ 7.852$ 0.118$ 0.052$ 6
7 [ ] [ ] [ ] 1.675$ 1.119$ 1.182$ 3.924$ 94.64 $ 19.07 $ 6.285$ 0.097$ 0.046$ 7
8 [ ] [ ] [ ] 1.757$ 1.042$ 1.120$ 3.388$ 89.67 # 16.97 $ 5.226$ 0.085$ 0.045$ 8
9 [ ] [ ] [ ] 1.713$ 1.019$ 1.019$ 3.215$ 53.64 $ 16.51 $ 3.398$ 0.079$ 0.047$ 9
10 [ ] [ ] [ ] 1.836$ 1.044$ 0.902$ 2.473$ 32.75 $ 19.02 $ 1.897$ 0.096$ 0.039$ 10
11 [ ] [ ] [ ] 1.959$ 1.076$ 0.872$ 2.014$ 25.82 $ 23.59 $ 5.319$ 0.116$ 0.036$ 11
12 [ ] [ ] [ ] 1.941$ 1.107$ 0.871$ 2.300$ 26.46 $ 37.83 $ 26.61 $ 0.230$ 0.037$ 12
13 [ ] [ ] [ ] 1.993$ 1.055$ 0.871$ 3.750$ 39.94 $ 32.94 $ 19.92 $ 0.218$ 0.039$ 13
14 [ ] [ ] [ ] 1.883$ 1.002$ 0.907$ 3.270$ 33.11 $ 21.06 $ 14.61 $ 0.438$ 0.034$ 14
15 [ ] [ ] [ ] 1.912$ 1.330$ 0.885$ 2.693$ 63.57 $ 16.32 $ 10.02 $ 0.251$ 0.031$ 15
16 [ ] [ ] [ ] 1.909$ 1.345$ 0.717$ 2.752$ 91.44 # 15.38 $ 8.237$ 0.176$ 0.026$ 16
17 [ ] [ ] [ ] 1.909$ 1.326$ 0.705$ 2.352$ 53.36 $ 16.78 $ 6.689$ 0.132$ 0.024$ 17
18 [ ] [ ] [ ] 2.065$ 1.260$ 0.604$ 2.149$ 46.47 $ 20.15 $ 5.780$ 0.085$ 0.022$ 18
19 [ ] [ ] [ ] 2.089$ 1.237$ 0.586$ 2.167$ 277.7 # 23.59 $ 4.896$ 0.068$ 0.028$ 19
20 [ ] [ ] [ ] 1.897$ 1.183$ 0.648$ 3.790$ 240.1 # 18.97 $ 4.670$ 0.069$ 0.031$ 20
21 [ ] [ ] [ ] 1.826$ 1.146$ 0.659$ 29.63 $ 111.3 # 20.11 $ 3.339$ 0.067$ 0.027$ 21
22 [ ] [ ] [ ] 1.950$ 1.110$ 0.688$ 23.04 $ 440.5 # 27.18 $ 1.400$ 0.061$ 0.023$ 22
23 [ ] [ ] [ ] 1.922$ 23.28 $ 1.066$ 12.23 $ 288.3 # 22.39 $ 1.578$ 0.059$ 0.018$ 23
24 [ ] [ ] [ ] 2.046$ 18.66 $ 0.905$ 13.20 $ 135.1 # 18.04 $ 1.319$ 0.050$ 0.017$ 24
25 [ ] [ ] 1.253$ 2.420$ 7.899$ 0.735$ 31.12 $ 90.73 # 14.85 $ 2.215$ 0.048$ 0.017$ 25
26 [ ] [ ] 1.187$ 2.546$ 4.648$ 0.725$ 22.16 $ 64.15 $ 13.76 $ 2.383$ 0.041$ 0.015$ 26
27 [ ] [ ] 1.273$ 2.273$ 3.387$ 0.884$ 19.29 $ 49.22 $ 11.47 $ 1.082$ 0.037$ 0.011$ 27
28 [ ] [ ] 1.366$ 2.146$ 2.643$ 2.339$ 39.63 $ 42.38 $ 10.35 $ 1.177$ 0.037$ 0.011$ 28
29 [ ] 1.364$ 2.081$ 2.268$ 4.894$ 27.50 $ 34.82 $ 9.737$ 1.044$ 0.246$ 0.010$ 29
30 [ ] 1.421$ 2.064$ 1.996$ 4.026$ 43.20 $ 29.43 $ 9.130$ 0.878$ 0.227$ 0.010$ 30
31 [ ] 1.371$ 1.812$ 33.75 $ 57.33 $ 0.708$ 0.012$ 31
Mean [ ] [ ] 1.319$ 1.936$ 2.995$ 1.253$ 11.63 $ 87.53 $ 22.63 $ 6.187$ 0.163$ 0.033$
Median [ ] [ ] 1.364$ 1.911$ 1.237$ 0.903$ 3.790$ 53.36 $ 19.59 $ 5.129$ 0.107$ 0.031$
Maximum [ ] [ ] 1.421$ 2.546$ 23.28 $ 4.894$ 43.20 $ 440.5 $ 63.54 $ 26.61 $ 0.664$ 0.104$
Minimum [ ] [ ] 1.187$ 1.603$ 1.002$ 0.586$ 2.014$ 21.20 $ 9.130$ 0.708$ 0.037$ 0.010$
Total [ ] [ ] 9.234$ 58.09 $ 92.83 $ 37.58 $ 360.4 $2713 $ 679.0 $ 191.8 $ 4.876$ 1.037$
Missing Days 31 28 24 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 14.71 $ # ... Relative Uncertainty +/-15%
Ann. Median 1.911$ $ ... Relative Uncertainty +/-20%
Annual Total 4148 $ [ ... Not Available
Missing Days 83
Maximum Minimum
Daily 440.5 $ 0.010$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.013$ 0.026$ 0.062$ 0.016$ 2.243$ 2.399$ 59.72 $ 266.7 # 114.8 # 59.74 $ 16.85 $ 0.488$ 1
2 0.020$ 0.025$ 0.073$ 0.015$ 4.967$ 1.352$ 99.96 # 188.5 # 84.54 # 52.19 $ 14.45 $ 0.712$ 2
3 0.082$ 0.027$ 0.052$ 0.014$ 2.440$ 1.089$ 156.2 # 112.7 # 67.71 # 46.52 $ 12.37 $ 1.122$ 3
4 0.082$ 0.030$ 0.032$ 0.012$ 2.109$ 0.887$ 107.0 # 83.17 # 60.08 $ 40.79 $ 10.64 $ 1.033$ 4
5 0.064$ 0.024$ 0.013$ 0.015$ 1.747$ 0.686$ 66.80 $ 66.62 # 76.78 # 37.17 $ 8.864$ 1.101$ 5
6 0.052$ 0.018$ 0.010$ 0.016$ 2.172$ 0.484$ 41.04 $ 287.8 # 58.66 $ 33.35 $ 7.284$ 1.849$ 6
7 0.045$ 0.016$ 0.011$ 0.020$ 2.079$ 0.372$ 30.29 $ 331.7 # 62.80 $ 29.78 $ 8.020$ 1.722$ 7
8 0.041$ 0.018$ 0.012$ 0.031$ 1.199$ 0.354$ 25.19 $ 155.8 # 248.0 # 171.0 $ 8.203$ 1.685$ 8
9 0.049$ 0.023$ 0.013$ 0.034$ 0.943$ 0.332$ 31.84 $ 103.4 # 122.4 # 351.4 # 6.114$ 1.526$ 9
10 0.102$ 0.030$ 0.013$ 0.032$ 0.835$ 0.444$ 24.32 $ 354.6 # 73.43 # 156.3 # 4.510$ 1.185$ 10
11 0.134$ 0.034$ 0.010$ 0.033$ 0.723$ 0.391$ 19.18 $ 405.5 # 59.93 $ 133.8 # 4.124$ 0.807$ 11
12 0.117$ 0.028$ 0.009$ 0.036$ 0.649$ 0.415$ 15.76 $ 154.4 # 421.4 # 81.75 # 3.389$ 0.604$ 12
13 0.100$ 0.020$ 0.014$ 0.037$ 0.584$ 0.684$ 12.60 $ 106.0 # 368.0 # 61.25 $ 3.094$ 0.516$ 13
14 0.081$ 0.014$ 0.021$ 0.044$ 0.460$ 0.760$ 10.53 $ 192.6 # 202.2 # 48.43 $ 4.463$ 0.500$ 14
15 0.079$ 0.017$ 0.027$ 0.157$ 0.384$ 0.995$ 8.918$ 117.9 # 270.7 # 41.05 $ 2.844$ 0.487$ 15
16 0.081$ 0.026$ 0.027$ 0.306$ 0.303$ 1.324$ 7.765$ 83.32 # 156.4 # 35.19 $ 2.686$ 0.457$ 16
17 0.095$ 0.036$ 0.028$ 0.286$ 0.155$ 1.072$ 7.002$ 57.83 $ 116.5 # 31.66 $ 2.455$ 0.489$ 17
18 0.084$ 0.030$ 0.026$ 1.277$ 0.036$ 0.858$ 6.299$ 45.47 $ 102.8 # 34.75 $ 2.206$ 0.922$ 18
19 0.080$ 0.025$ 0.020$ 0.490$ 0.032$ 0.707$ 7.340$ 42.31 $ 110.8 # 31.41 $ 2.008$ 1.152$ 19
20 0.078$ 0.025$ 0.015$ 0.253$ 0.040$ 0.573$ 25.33 $ 46.29 $ 84.81 # 27.67 $ 1.792$ 1.489$ 20
21 0.048$ 0.021$ 0.014$ 0.173$ 0.043$ 0.487$ 53.38 $ 40.00 $ 70.36 # 29.68 $ 1.290$ 1.123$ 21
22 0.037$ 0.018$ 0.015$ 0.152$ 0.037$ 0.488$ 173.5 # 38.59 $ 69.17 # 25.73 $ 1.419$ 0.722$ 22
23 0.033$ 0.017$ 0.013$ 0.164$ 0.043$ 1.968$ 189.7 # 120.7 $ 63.57 # 21.36 $ 0.833$ 0.461$ 23
24 0.031$ 0.014$ 0.011$ 0.215$ 0.045$ 24.48 $ 335.1 # 67.95 $ 90.32 # 18.79 $ 0.602$ 0.279$ 24
25 0.025$ 0.009$ 0.010$ 0.304$ 0.056$ 17.63 $ 336.0 # 50.74 $ 309.9 # 17.06 $ 0.638$ 0.178$ 25
26 0.017$ 0.011$ 0.013$ 0.281$ 0.110$ 10.96 $ 231.0 # 208.5 $ 153.1 # 14.93 $ 0.611$ 0.116$ 26
27 0.016$ 0.018$ 0.014$ 0.227$ 0.230$ 8.335$ 169.4 # 188.3 # 123.0 # 28.24 $ 0.548$ 0.079$ 27
28 0.011$ 0.042$ 0.015$ 0.202$ 14.68 $ 28.06 $ 411.7 # 106.8 # 101.4 # 36.49 $ 0.503$ 0.062$ 28
29 0.013$ 0.015$ 0.293$ 19.81 $ 39.36 $ 186.2 # 207.2 # 76.55 # 26.10 $ 0.457$ 0.053$ 29
30 0.020$ 0.015$ 0.500$ 7.183$ 38.06 $ 580.5 # 483.9 # 61.93 $ 21.73 $ 0.495$ 0.048$ 30
31 0.026$ 0.015$ 3.821$ 447.2 # 175.3 # 19.15 $ 0.039$ 31
Mean 0.057$ 0.023$ 0.021$ 0.188$ 2.263$ 6.200$ 125.1 $ 157.8 $ 132.7 $ 56.92 $ 4.459$ 0.742$
Median 0.049$ 0.024$ 0.015$ 0.154$ 0.649$ 0.872$ 53.38 $ 117.9 $ 95.84 $ 34.75 $ 2.765$ 0.604$
Maximum 0.134$ 0.042$ 0.073$ 1.277$ 19.81 $ 39.36 $ 580.5 $ 483.9 $ 421.4 $ 351.4 $ 16.85 $ 1.849$
Minimum 0.011$ 0.009$ 0.009$ 0.012$ 0.032$ 0.332$ 6.299$ 38.59 $ 58.66 $ 14.93 $ 0.457$ 0.039$
Total 1.756$ 0.641$ 0.636$ 5.636$ 70.16 $ 186.0 $3877 $4891 $3982 $1764 $ 133.8 $ 23.01 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 40.92 $ # ... Relative Uncertainty +/-15%
Ann. Median 0.995$ $ ... Relative Uncertainty +/-20%
Annual Total 14935 $
Maximum Minimum
Daily 580.5 $ 0.009$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.033$ 0.084$ 0.057$ 2.220$ 1.194$ 269.2 # 53.26 $ 296.1 # 22.41 $ 30.82 $ 10.14 $ 4.393$ 1
2 0.032$ 0.100$ 0.067$ 0.661$ 1.386$ 122.3 # 40.65 $ 621.6 # 24.62 $ 45.01 $ 8.619$ 3.751$ 2
3 0.030$ 0.069$ 0.061$ 0.233$ 0.897$ 68.09 $ 34.03 $ 310.8 # 21.84 $ 46.72 $ 7.186$ 3.161$ 3
4 0.033$ 0.031$ 0.066$ 0.122$ 0.542$ 45.24 $ 71.62 $ 173.9 # 19.69 $ 33.32 $ 11.78 $ 2.599$ 4
5 0.032$ 0.022$ 0.067$ 0.271$ 0.346$ 33.23 $ 209.1 # 129.7 # 18.76 $ 30.53 $ 22.50 $ 2.506$ 5
6 0.025$ 0.031$ 0.081$ 0.441$ 0.256$ 26.77 $ 110.4 # 107.3 # 18.05 $ 25.87 $ 27.45 $ 2.330$ 6
7 0.020$ 0.600$ 0.100$ 0.274$ 0.215$ 22.82 $ 59.44 $ 92.50 # 16.29 $ 21.90 $ 29.63 $ 2.113$ 7
8 0.019$ 1.252$ 0.117$ 0.242$ 0.167$ 19.99 $ 42.28 $ 81.47 # 15.68 $ 19.64 $ 20.29 $ 1.933$ 8
9 0.014$ 0.517$ 0.100$ 0.218$ 0.139$ 62.23 $ 124.4 $ 70.97 # 15.06 $ 17.54 $ 15.62 $ 1.102$ 9
10 0.011$ 0.239$ 0.080$ 0.190$ 0.145$ 141.8 # 131.0 # 62.73 # 14.41 $ 15.15 $ 11.88 $ 1.046$ 10
11 0.011$ 0.152$ 0.065$ 0.142$ 0.301$ 81.42 # 106.3 # 56.28 # 16.06 $ 14.26 $ 9.422$ 1.488$ 11
12 0.013$ 0.116$ 0.068$ 0.114$ 0.881$ 63.88 $ 90.98 # 51.21 # 17.55 $ 14.06 $ 8.339$ 2.027$ 12
13 0.021$ 0.096$ 0.069$ 0.071$ 2.095$ 43.19 $ 60.72 $ 48.41 # 21.39 $ 12.91 $ 6.977$ 1.787$ 13
14 0.021$ 0.080$ 0.090$ 0.055$ 2.626$ 33.07 $ 44.08 $ 45.29 # 24.77 $ 12.24 $ 6.136$ 1.374$ 14
15 0.018$ 0.087$ 0.091$ 0.049$ 8.217$ 231.0 $ 225.5 $ 41.76 $ 19.85 $ 10.84 $ 4.346$ 1.087$ 15
16 0.016$ 0.120$ 0.094$ 0.058$ 7.121$ 323.0 # 572.0 # 38.83 $ 17.85 $ 8.392$ 4.045$ 0.872$ 16
17 0.022$ 0.134$ 0.086$ 0.203$ 6.297$ 195.1 # 291.1 # 32.64 $ 16.44 $ 6.684$ 2.005$ 1.181$ 17
18 0.023$ 0.094$ 0.085$ 0.341$ 2.827$ 117.7 # 605.2 # 31.84 $ 17.93 $ 8.168$ 2.184$ 0.896$ 18
19 0.028$ 0.073$ 0.079$ 0.205$ 2.092$ 71.51 # 447.2 # 32.70 $ 26.68 $ 7.397$ 2.173$ 0.730$ 19
20 0.026$ 0.060$ 0.073$ 0.130$ 1.892$ 51.22 $ 184.6 # 33.19 $ 21.49 $ 6.007$ 2.237$ 0.622$ 20
21 0.019$ 0.055$ 0.068$ 0.108$ 1.582$ 39.72 $ 118.5 # 29.75 $ 22.67 $ 4.726$ 2.649$ 0.535$ 21
22 0.011$ 0.056$ 0.056$ 0.121$ 1.945$ 32.70 $ 87.46 # 27.66 $ 28.94 $ 5.728$ 3.099$ 0.435$ 22
23 0.010$ 0.050$ 0.057$ 0.127$ 11.85 $ 27.65 $ 349.3 # 26.77 $ 22.01 $ 4.885$ 10.15 $ 0.377$ 23
24 0.010$ 0.043$ 0.052$ 0.214$ 54.14 $ 24.25 $ 735.6 # 26.26 $ 16.30 $ 6.513$ 16.79 $ 0.434$ 24
25 0.010$ 0.040$ 0.055$ 0.387$ 80.11 # 24.15 $ 260.1 # 25.36 $ 75.82 $ 13.69 $ 12.67 $ 0.395$ 25
26 0.009$ 0.043$ 0.062$ 0.556$ 51.14 $ 23.91 $ 190.9 # 23.63 $ 98.13 # 17.76 $ 12.27 $ 0.342$ 26
27 0.007$ 0.053$ 0.058$ 0.317$ 29.55 $ 22.62 $ 196.0 # 22.31 $ 51.53 $ 12.70 $ 10.93 $ 0.318$ 27
28 0.006$ 0.051$ 0.050$ 0.218$ 35.08 $ 90.39 $ 248.4 # 21.72 $ 37.02 $ 9.102$ 8.454$ 0.299$ 28
29 0.008$ 0.048$ 0.048$ 0.226$ 134.0 # 155.3 # 204.0 # 22.26 $ 30.85 $ 29.96 $ 6.231$ 0.272$ 29
30 0.009$ 0.040$ 0.470$ 63.59 $ 85.72 # 875.2 # 21.69 $ 30.23 $ 23.98 $ 5.256$ 0.238$ 30
31 0.034$ 0.694$ 54.88 $ 428.3 # 21.00 $ 13.84 $ 0.235$ 31
Mean 0.019$ 0.152$ 0.092$ 0.299$ 17.98 $ 84.97 $ 232.2 $ 84.76 $ 26.68 $ 17.11 $ 10.05 $ 1.319$
Median 0.019$ 0.073$ 0.068$ 0.216$ 2.092$ 56.72 $ 184.6 $ 38.83 $ 21.44 $ 13.84 $ 8.536$ 1.046$
Maximum 0.034$ 1.252$ 0.694$ 2.220$ 134.0 $ 323.0 $ 875.2 $ 621.6 $ 98.13 $ 46.72 $ 29.63 $ 4.393$
Minimum 0.006$ 0.022$ 0.040$ 0.049$ 0.139$ 19.99 $ 34.03 $ 21.00 $ 14.41 $ 4.726$ 2.005$ 0.235$
Total 0.582$ 4.395$ 2.837$ 8.983$ 557.5 $2549 $7198 $2628 $ 800.3 $ 530.3 $ 301.5 $ 40.88 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.95 $ # ... Relative Uncertainty +/-15%
Ann. Median 5.867$ $ ... Relative Uncertainty +/-20%
Annual Total 14622 $
Maximum Minimum
Daily 875.2 $ 0.006$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.228$ 0.174$ 0.146$ 0.290$ 0.217$ 0.321$ 172.0 # 45.61 $ 53.97 # 48.05 # 6.006$ 1.972$ 1
2 0.221$ 0.168$ 0.140$ 0.289$ 0.229$ 0.355$ 101.3 # 42.32 $ 64.18 # 42.72 $ 6.948$ 1.692$ 2
3 0.188$ 0.160$ 0.143$ 0.243$ 0.248$ 0.357$ 76.38 # 38.74 $ 55.56 # 41.76 $ 5.352$ 1.462$ 3
4 0.175$ 0.154$ 0.134$ 0.278$ 0.231$ 0.440$ 63.59 # 35.86 $ 47.67 # 40.71 $ 4.606$ 0.934$ 4
5 0.162$ 0.145$ 0.127$ 0.290$ 0.216$ 0.414$ 55.13 # 33.59 $ 71.14 # 35.96 $ 4.287$ 0.907$ 5
6 0.152$ 0.131$ 0.119$ 0.284$ 0.226$ 0.414$ 54.72 # 48.89 $ 84.45 # 32.71 $ 4.413$ 0.906$ 6
7 0.156$ 0.134$ 0.112$ 0.285$ 0.204$ 0.414$ 77.70 # 64.63 # 79.48 # 30.95 $ 4.896$ 0.726$ 7
8 0.151$ 0.132$ 0.110$ 0.276$ 0.200$ 0.392$ 61.83 # 58.49 # 155.4 # 30.12 $ 5.379$ 0.607$ 8
9 0.131$ 0.108$ 0.099$ 0.263$ 0.195$ 0.354$ 101.6 # 62.70 # 91.57 # 28.45 $ 5.119$ 0.521$ 9
10 0.116$ 0.080$ 0.094$ 0.257$ 0.213$ 0.384$ 334.1 # 66.81 # 82.78 # 27.48 $ 3.940$ 0.427$ 10
11 0.117$ 0.044$ 0.100$ 0.241$ 0.225$ 0.968$ 204.4 # 117.8 # 483.8 # 26.69 $ 3.213$ 0.400$ 11
12 0.125$ 0.013$ 0.129$ 0.136$ 0.228$ 1.380$ 101.2 # 143.4 # 926.1 # 25.82 $ 3.000$ 0.394$ 12
13 0.125$ 0.005$ 0.125$ 0.123$ 0.221$ 0.850$ 72.28 # 335.5 # 295.7 # 24.80 $ 3.076$ 0.394$ 13
14 0.141$ 0.016$ 0.119$ 0.141$ 0.183$ 0.677$ 58.15 #1031 # 167.1 # 23.09 $ 2.136$ 0.386$ 14
15 0.132$ 0.042$ 0.110$ 0.149$ 0.176$ 0.634$ 50.64 # 755.6 # 143.3 # 21.17 $ 2.643$ 0.325$ 15
16 0.104$ 0.057$ 0.112$ 0.144$ 0.174$ 0.548$ 75.90 # 352.1 # 122.6 # 16.02 $ 2.705$ 0.313$ 16
17 0.097$ 0.057$ 0.139$ 0.156$ 0.137$ 0.583$ 189.7 # 284.1 # 97.62 # 15.25 $ 3.307$ 0.307$ 17
18 0.099$ 0.051$ 0.140$ 0.172$ 0.129$ 4.096$ 141.3 # 272.1 # 102.5 # 13.01 $ 6.885$ 0.294$ 18
19 0.296$ 0.050$ 0.147$ 0.187$ 0.180$ 18.03 $ 582.1 # 329.2 # 90.14 # 12.77 $ 30.21 $ 0.270$ 19
20 0.240$ 0.046$ 0.181$ 0.180$ 0.212$ 71.13 $ 693.8 " 241.2 # 83.82 # 12.39 $ 29.43 $ 0.261$ 20
21 0.169$ 0.032$ 0.224$ 0.187$ 0.759$ 94.81 # 608.5 # 340.7 # 140.0 # 12.33 $ 17.17 $ 0.231$ 21
22 0.152$ 0.020$ 0.236$ 0.191$ 0.796$ 41.66 $ 267.7 # 187.7 # 146.8 # 11.60 $ 12.47 $ 0.203$ 22
23 0.136$ 0.015$ 0.224$ 0.174$ 1.170$ 24.89 $ 347.1 # 151.6 # 99.75 # 10.53 $ 9.264$ 0.184$ 23
24 0.133$ 0.025$ 0.205$ 0.193$ 0.846$ 39.10 $ 188.3 # 118.9 # 88.35 # 9.578$ 6.519$ 0.194$ 24
25 0.118$ 0.096$ 0.207$ 0.202$ 0.502$ 198.3 # 143.7 # 101.1 # 71.23 # 8.971$ 3.184$ 0.190$ 25
26 0.117$ 0.136$ 0.205$ 0.202$ 0.424$ 123.4 # 109.5 # 84.12 # 60.09 # 8.333$ 2.337$ 0.188$ 26
27 0.113$ 0.147$ 0.205$ 0.197$ 0.372$ 170.3 # 86.64 # 73.57 # 53.88 # 9.089$ 2.515$ 0.181$ 27
28 0.126$ 0.146$ 0.214$ 0.196$ 0.326$ 195.3 # 73.43 # 71.76 # 52.01 # 9.609$ 2.526$ 0.154$ 28
29 0.140$ 0.250$ 0.206$ 0.306$ 312.2 # 63.58 # 78.16 # 54.21 # 10.11 $ 2.691$ 0.144$ 29
30 0.158$ 0.288$ 0.216$ 0.295$ 276.4 # 56.13 # 62.87 # 58.55 # 8.552$ 2.543$ 0.146$ 30
31 0.170$ 0.294$ 0.297$ 50.76 # 56.42 # 5.102$ 0.160$ 31
Mean 0.151$ 0.085$ 0.164$ 0.212$ 0.327$ 52.63 $ 169.8 # 183.4 $ 137.5 # 21.09 $ 6.626$ 0.499$
Median 0.140$ 0.069$ 0.140$ 0.199$ 0.226$ 0.909$ 101.2 # 84.12 $ 86.40 # 16.02 $ 4.350$ 0.313$
Maximum 0.296$ 0.174$ 0.294$ 0.290$ 1.170$ 312.2 $ 693.8 #1031 $ 926.1 # 48.05 $ 30.21 $ 1.972$
Minimum 0.097$ 0.005$ 0.094$ 0.123$ 0.129$ 0.321$ 50.64 # 33.59 $ 47.67 # 5.102$ 2.136$ 0.144$
Total 4.687$ 2.385$ 5.080$ 6.349$ 10.14 $1579 $5263 #5687 $4124 # 653.7 $ 198.8 $ 15.47 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.08 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.607$ # ... Relative Uncertainty +/-15%
Annual Total 17549 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1031 $ 0.005$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.134$ 0.024$ 0.082$ 0.502$ 0.370$ 6.900$ 17.01 $ 90.38 # 51.93 # 3.630$ 0.180$ 0.027$ 1
2 0.111$ 0.076$ 0.082$ 0.524$ 0.353$ 5.438$ 16.27 $ 75.86 # 48.05 $ 2.993$ 0.169$ 0.025$ 2
3 0.088$ 0.073$ 0.087$ 0.496$ 0.344$ 5.245$ 14.49 $ 65.80 # 29.73 $ 1.803$ 0.168$ 0.029$ 3
4 0.062$ 0.080$ 0.090$ 0.521$ 0.338$ 5.614$ 12.90 $ 53.88 $ 28.41 $ 1.241$ 0.163$ 0.035$ 4
5 0.062$ 0.084$ 0.089$ 0.516$ 0.315$ 6.816$ 11.88 $ 52.30 # 18.59 $ 1.106$ 0.181$ 0.043$ 5
6 0.071$ 0.102$ 0.092$ 0.519$ 0.319$ 9.867$ 10.79 $ 48.11 # 23.36 $ 1.083$ 0.196$ 0.051$ 6
7 0.070$ 0.112$ 0.090$ 0.512$ 0.327$ 12.49 $ 10.97 $ 43.47 $ 32.90 $ 0.975$ 0.224$ 0.065$ 7
8 0.066$ 0.104$ 0.093$ 0.498$ 0.299$ 10.55 $ 11.88 $ 39.63 $ 43.08 $ 0.812$ 0.232$ 0.067$ 8
9 0.064$ 0.088$ 0.104$ 0.459$ 0.287$ 7.220$ 118.7 $ 37.01 $ 70.41 # 0.767$ 0.242$ 0.062$ 9
10 0.057$ 0.093$ 0.103$ 0.387$ 0.283$ 3.924$ 258.8 # 34.15 $ 71.46 # 0.904$ 0.337$ 0.058$ 10
11 0.065$ 0.123$ 0.110$ 0.358$ 0.265$ 2.300$ 188.6 # 33.01 $ 57.51 # 0.890$ 0.544$ 0.054$ 11
12 0.064$ 0.135$ 0.112$ 0.385$ 0.252$ 1.763$ 378.4 # 98.51 $ 49.37 # 0.669$ 0.641$ 0.056$ 12
13 0.062$ 0.123$ 0.132$ 0.512$ 0.291$ 1.373$ 269.9 # 353.1 # 48.47 # 0.579$ 0.577$ 0.059$ 13
14 0.053$ 0.112$ 0.150$ 1.423$ 0.309$ 1.714$ 160.2 # 175.6 # 41.58 $ 0.500$ 0.350$ 0.057$ 14
15 0.052$ 0.114$ 0.168$ 1.849$ 0.284$ 6.365$ 121.5 # 119.3 # 19.89 $ 0.403$ 0.192$ 0.058$ 15
16 0.044$ 0.122$ 0.185$ 3.374$ 0.271$ 39.78 $ 100.4 # 94.73 # 18.98 $ 0.349$ 0.149$ 0.056$ 16
17 0.029$ 0.126$ 0.191$ 3.941$ 0.264$ 43.83 $ 93.15 # 83.07 # 29.13 $ 0.330$ 0.108$ 0.049$ 17
18 0.019$ 0.122$ 0.210$ 2.104$ 0.254$ 34.07 $ 83.67 # 76.57 # 22.14 $ 0.321$ 0.079$ 0.041$ 18
19 0.012$ 0.133$ 0.230$ 1.108$ 0.258$ 26.30 $ 72.63 # 66.59 # 18.53 $ 0.383$ 0.059$ 0.036$ 19
20 0.021$ 0.124$ 0.244$ 0.692$ 0.247$ 20.78 $ 65.76 # 60.54 # 15.98 $ 0.777$ 0.053$ 0.064$ 20
21 0.027$ 0.123$ 0.259$ 0.555$ 0.248$ 17.19 $ 59.62 # 59.16 # 12.12 $ 1.207$ 0.060$ 0.084$ 21
22 0.033$ 0.128$ 0.621$ 0.505$ 2.506$ 11.30 $ 54.54 # 66.69 # 11.81 $ 0.762$ 0.069$ 0.089$ 22
23 0.041$ 0.136$ 80.94 $ 0.485$ 31.03 $ 30.85 $ 52.86 # 64.76 # 9.198$ 0.471$ 0.061$ 0.081$ 23
24 0.037$ 0.128$ 17.21 $ 0.429$ 24.22 $ 96.29 # 47.74 # 52.41 # 5.196$ 0.327$ 0.050$ 0.074$ 24
25 0.039$ 0.125$ 6.783$ 0.366$ 10.95 $ 58.97 $ 45.30 # 43.99 $ 5.463$ 0.313$ 0.042$ 0.068$ 25
26 0.033$ 0.119$ 3.237$ 0.381$ 4.504$ 36.83 $ 48.90 # 39.99 $ 5.123$ 0.323$ 0.035$ 0.051$ 26
27 0.030$ 0.109$ 1.791$ 0.356$ 7.710$ 30.73 $ 55.29 # 36.91 $ 5.706$ 0.306$ 0.033$ 0.035$ 27
28 0.024$ 0.093$ 1.164$ 0.325$ 40.05 $ 26.27 $ 64.41 # 32.78 $ 7.917$ 0.296$ 0.028$ 0.027$ 28
29 0.016$ 0.863$ 0.333$ 22.74 $ 22.58 $ 109.7 # 30.31 $ 5.145$ 0.316$ 0.023$ 0.024$ 29
30 0.009$ 0.707$ 0.392$ 13.34 $ 19.43 $ 134.4 # 31.59 $ 4.359$ 0.251$ 0.022$ 0.025$ 30
31 0.004$ 0.600$ 8.890$ 106.0 # 39.70 $ 0.203$ 0.020$ 31
Mean 0.048$ 0.108$ 3.768$ 0.827$ 5.553$ 20.09 $ 90.21 $ 70.97 $ 27.05 $ 0.816$ 0.176$ 0.051$
Median 0.044$ 0.116$ 0.185$ 0.504$ 0.319$ 11.89 $ 64.41 $ 53.88 $ 21.02 $ 0.579$ 0.156$ 0.054$
Maximum 0.134$ 0.136$ 80.94 $ 3.941$ 40.05 $ 96.29 $ 378.4 $ 353.1 $ 71.46 $ 3.630$ 0.641$ 0.089$
Minimum 0.004$ 0.024$ 0.082$ 0.325$ 0.247$ 1.373$ 10.79 $ 30.31 $ 4.359$ 0.203$ 0.022$ 0.020$
Total 1.499$ 3.029$ 116.8 $ 24.81 $ 172.1 $ 602.8 $2797 $2200 $ 811.5 $ 25.29 $ 5.269$ 1.573$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.52 $ # ... Relative Uncertainty +/-15%
Ann. Median 0.459$ $ ... Relative Uncertainty +/-20%
Annual Total 6761 $
Maximum Minimum
Daily 378.4 $ 0.004$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.015$ 0.230$ 0.349$ 0.203$ 0.104$ 1.147$ 143.4 " 270.7 " 46.38 " 42.39 " 8.357# 2.094# 1
2 0.010$ 0.240$ 0.327$ 0.163$ 0.101$ 1.533$ 71.23 " 294.9 " 522.1 " 70.40 " 7.365# 2.410# 2
3 0.010$ 0.225$ 0.301$ 0.170$ 0.093$ 0.647$ 53.86 " 286.8 " 234.0 " 105.6 " 7.130# 3.582# 3
4 0.011$ 0.210$ 0.280$ 0.218$ 0.086$ 0.453$ 35.87 " 174.3 " 142.2 " 55.03 " 8.283# 3.794# 4
5 0.045$ 0.186$ 0.252$ 0.192$ 0.087$ 0.344$ 25.89 " 107.6 " 101.8 " 40.41 " 10.47 # 3.942# 5
6 0.109$ 0.179$ 0.216$ 0.202$ 0.089$ 0.239$ 21.98 " 79.67 " 74.44 " 34.79 " 12.49 # 4.692# 6
7 0.111$ 0.175$ 0.211$ 0.223$ 0.084$ 0.228$ 19.16 " 64.66 " 59.79 " 31.68 " 13.51 # 5.302# 7
8 0.086$ 0.197$ 0.218$ 0.207$ 0.130$ 0.256$ 17.39 " 128.1 " 49.39 " 29.71 " 15.25 # 4.705# 8
9 0.066$ 0.222$ 0.210$ 0.229$ 0.154$ 0.213$ 16.40 " 153.5 " 43.37 " 27.64 " 16.87 # 6.622# 9
10 0.045$ 0.237$ 0.193$ 0.298$ 0.135$ 0.262$ 15.84 " 81.88 " 38.81 " 23.76 " 13.75 # 5.748# 10
11 0.036$ 0.256$ 0.201$ 0.326$ 0.158$ 0.308$ 17.90 " 62.21 " 35.35 " 25.28 " 11.35 # 5.281# 11
12 0.031$ 0.264$ 0.211$ 0.361$ 0.200$ 0.286$ 23.12 " 53.06 " 33.74 " 24.14 # 9.454# 5.313# 12
13 0.028$ 0.248$ 0.216$ 0.330$ 0.230$ 0.310$ 19.43 " 46.10 " 30.16 " 22.95 # 8.651# 20.88 # 13
14 0.034$ 0.238$ 0.230$ 0.329$ 0.244$ 0.409$ 16.11 " 228.7 " 29.56 " 21.22 # 7.826# 16.69 # 14
15 0.036$ 0.230$ 0.228$ 0.340$ 0.219$ 0.738$ 19.82 " 174.3 " 28.16 " 18.64 # 7.313# 7.209# 15
16 0.034$ 0.197$ 0.253$ 0.317$ 0.233$ 0.611$ 33.56 " 260.7 " 86.58 " 17.56 # 6.962# 5.767# 16
17 0.038$ 0.184$ 0.259$ 0.314$ 0.210$ 0.452$ 23.72 " 138.4 " 108.0 " 15.78 # 6.500# 4.073# 17
18 0.045$ 0.192$ 0.229$ 0.308$ 0.198$ 0.491$ 18.68 " 91.37 " 373.3 " 16.33 # 7.014# 2.951# 18
19 0.048$ 0.195$ 0.218$ 0.278$ 0.169$ 0.513$ 15.09 # 70.19 " 279.5 " 19.46 # 8.200# 2.239# 19
20 0.046$ 0.198$ 0.189$ 0.239$ 0.235$ 0.462$ 19.40 # 56.93 " 127.2 " 17.23 # 6.088# 1.393$ 20
21 0.052$ 0.200$ 0.190$ 0.240$ 0.180$ 0.408$ 54.76 " 49.91 " 183.3 " 15.02 # 5.821# 0.800$ 21
22 0.054$ 0.218$ 0.201$ 0.285$ 0.136$ 0.414$ 74.68 " 517.0 " 273.6 " 13.58 # 4.805# 0.695$ 22
23 0.085$ 0.264$ 0.185$ 0.328$ 0.100$ 0.464$ 89.77 " 252.3 " 123.2 " 12.80 # 3.479# 0.601$ 23
24 0.141$ 0.306$ 0.182$ 0.323$ 0.107$ 1.520$ 43.84 " 193.0 " 83.70 " 12.06 # 2.773# 0.505$ 24
25 0.157$ 0.479$ 0.169$ 0.096$ 0.113$ 56.11 $ 32.71 " 130.0 " 67.90 " 12.42 # 2.713# 0.457$ 25
26 0.150$ 0.459$ 0.215$ 0.082$ 0.117$ 24.64 # 43.84 " 89.70 " 69.41 " 15.20 # 2.146# 0.568$ 26
27 0.138$ 0.419$ 0.157$ 0.123$ 0.128$ 11.22 # 37.92 " 72.85 " 70.20 " 16.12 # 1.939# 0.756$ 27
28 0.129$ 0.379$ 0.182$ 0.111$ 0.125$ 146.1 # 149.2 " 62.23 " 77.24 " 15.77 # 1.860# 0.804$ 28
29 0.155$ 0.167$ 0.098$ 0.155$ 146.6 " 154.2 " 54.47 " 60.75 " 12.87 # 1.882# 0.867$ 29
30 0.179$ 0.181$ 0.103$ 0.971$ 105.5 " 274.2 " 48.86 " 49.25 " 10.75 # 1.876# 0.925$ 30
31 0.222$ 0.208$ 0.564$ 557.8 " 44.77 " 9.560# 0.620$ 31
Mean 0.076$ 0.251$ 0.220$ 0.235$ 0.189$ 16.76 $ 69.06 # 140.0 " 116.7 " 26.00 # 7.404# 3.944$
Median 0.048$ 0.227$ 0.211$ 0.234$ 0.136$ 0.463$ 32.71 # 91.37 " 72.32 " 18.64 # 7.222# 2.951$
Maximum 0.222$ 0.479$ 0.349$ 0.361$ 0.971$ 146.6 $ 557.8 # 517.0 " 522.1 " 105.6 # 16.87 # 20.88 $
Minimum 0.010$ 0.175$ 0.157$ 0.082$ 0.084$ 0.213$ 15.09 # 44.77 " 28.16 " 9.560# 1.860# 0.457$
Total 2.343$ 7.027$ 6.828$ 7.037$ 5.854$ 502.9 $2141 #4339 "3502 " 806.1 # 222.1 # 122.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 31.96 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.971$ # ... Relative Uncertainty +/-15%
Annual Total 11665 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 557.8 $ 0.010$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.441$ 0.736$ 0.640$ 0.954$ 1.411$ 2.260# 18.61 " 23.24 # 21.49 " 30.73 " 4.642# 3.476# 1
2 0.537$ 0.998$ 0.705$ 1.129$ 1.209$ 2.106# 15.84 " 39.37 " 22.76 " 25.47 " 4.530# 3.027# 2
3 0.587$ 2.048# 0.618$ 1.341# 1.194$ 1.898# 14.02 # 46.40 " 29.71 " 24.03 " 4.556# 2.928# 3
4 0.960$ 2.164# 0.705$ 1.230$ 2.299$ 2.090# 12.69 # 45.31 " 255.4 " 25.13 " 7.069# 2.888# 4
5 1.278$ 1.757# 0.667$ 1.273$ 3.453# 2.129# 11.60 # 32.91 " 223.8 " 21.97 " 22.79 # 2.574# 5
6 1.179$ 1.356$ 0.569$ 1.133$ 2.719# 2.423# 11.40 # 103.5 " 145.2 " 18.42 " 26.22 # 2.705# 6
7 1.163$ 1.199$ 0.678$ 1.055$ 2.641# 4.054# 11.74 # 271.8 " 85.87 " 16.29 " 17.01 # 2.682# 7
8 1.031$ 1.108$ 0.627$ 0.892$ 2.989# 5.740# 12.87 # 106.4 " 58.94 " 15.57 " 13.37 # 2.551# 8
9 1.085$ 1.194$ 0.692$ 0.851$ 3.857# 6.676# 12.19 # 59.83 " 46.19 " 13.86 # 9.851# 2.481# 9
10 0.992$ 1.276$ 0.776$ 0.808$ 3.476# 6.730# 11.88 # 41.73 " 39.12 " 12.13 # 7.258# 2.499# 10
11 0.735$ 1.339$ 0.810$ 0.850$ 2.876# 9.207# 12.94 # 35.35 " 35.25 " 9.731# 6.144# 2.297# 11
12 0.728$ 1.330$ 0.805$ 0.761$ 3.031# 49.34 # 12.58 # 78.28 " 32.12 " 9.759# 5.717# 18.33 # 12
13 0.732$ 1.031$ 0.742$ 0.728$ 3.392# 140.3 " 10.88 # 199.2 " 26.83 " 9.775# 4.764# 24.41 " 13
14 0.701$ 1.166$ 0.766$ 0.751$ 3.445# 64.82 " 10.11 # 96.03 " 24.95 " 11.04 # 4.115# 13.72 # 14
15 0.391$ 1.178$ 0.739$ 0.629$ 3.277# 47.55 " 9.702# 72.13 " 22.42 " 13.42 # 3.477# 9.468# 15
16 0.470$ 1.059$ 0.692$ 0.661$ 3.085# 34.84 " 10.58 # 52.64 " 20.05 " 13.14 # 2.407# 6.366# 16
17 0.448$ 1.071$ 0.875$ 0.668$ 2.633# 29.88 " 9.835# 41.62 " 18.30 " 11.49 # 2.039# 5.163# 17
18 0.396$ 0.791$ 0.938$ 0.782$ 2.186# 25.74 " 10.25 # 35.28 " 18.37 " 10.07 # 1.760# 3.596# 18
19 0.458$ 0.728$ 1.025$ 0.893$ 1.720# 72.30 " 9.213# 30.53 " 20.91 " 10.02 # 1.550# 2.726# 19
20 15.63 $ 0.783$ 1.011$ 0.725$ 2.001# 99.45 " 7.888# 27.69 " 20.31 " 9.292# 1.367$ 2.328# 20
21 3.900# 0.801$ 0.993$ 0.690$ 2.048# 91.76 " 6.354# 31.35 " 21.71 " 8.467# 1.291$ 2.168# 21
22 1.866# 0.661$ 0.986$ 0.708$ 1.385$ 50.41 " 5.604# 52.61 " 34.97 " 8.666# 1.209$ 2.304# 22
23 1.611# 0.529$ 0.943$ 0.694$ 1.591# 34.21 " 6.925# 40.77 " 33.56 " 10.89 # 1.156$ 2.066# 23
24 1.598# 0.520$ 0.885$ 0.742$ 1.538# 26.68 " 9.620# 31.08 " 26.93 " 10.19 # 1.239$ 1.935# 24
25 1.503# 0.584$ 0.890$ 0.787$ 1.913# 22.11 " 8.305# 27.03 " 24.75 " 8.738# 1.295$ 1.854# 25
26 1.355$ 0.587$ 0.998$ 0.852$ 2.106# 19.84 " 8.464# 24.02 " 31.31 " 6.847# 1.247$ 1.602# 26
27 1.357$ 0.587$ 1.106$ 0.916$ 1.988# 30.16 " 6.908# 22.02 " 61.30 " 5.975# 1.299$ 1.531# 27
28 1.256$ 0.566$ 0.925$ 1.001$ 2.010# 36.82 " 5.574# 23.74 " 73.38 " 5.264# 1.734$ 1.436# 28
29 0.889$ 0.557$ 0.963$ 1.805# 1.933# 27.07 " 4.359# 30.59 " 48.54 " 4.794# 2.289# 1.428# 29
30 0.793$ 0.870$ 2.064# 1.832# 21.92 " 4.494# 25.66 " 37.91 " 4.859# 4.083# 1.297$ 30
31 0.704$ 0.838$ 2.019# 7.643# 22.20 " 4.631# 1.279$ 31
Mean 1.509$ 1.024$ 0.822$ 0.946$ 2.363$ 32.35 # 10.03 # 57.11 # 52.08 " 12.60 # 5.583$ 4.359$
Median 0.960$ 1.031$ 0.810$ 0.850$ 2.106$ 26.21 # 10.11 # 39.37 # 31.71 " 10.19 # 3.780$ 2.551$
Maximum 15.63 $ 2.164$ 1.106$ 2.064$ 3.857$ 140.3 # 18.61 # 271.8 # 255.4 " 30.73 # 26.22 $ 24.41 $
Minimum 0.391$ 0.520$ 0.569$ 0.629$ 1.194$ 1.898# 4.359# 22.02 # 18.30 " 4.631# 1.156$ 1.279$
Total 46.78 $ 29.71 $ 25.47 $ 28.37 $ 73.26 $ 970.6 # 311.1 #1770 #1562 " 390.7 # 167.5 $ 135.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.06 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.959$ # ... Relative Uncertainty +/-15%
Annual Total 5511 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 271.8 $ 0.391$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 1.284$ 0.610$ 0.315$ 0.498# 0.355# 1.729$ 2.035# 41.83 " 113.5 # 144.0 # 9.570" 3.465# 1
2 1.225$ 0.635$ 0.266$ 0.483# 0.806# 1.350$ 1.856# 30.01 " 79.31 " 99.84 " 8.634" 5.139# 2
3 1.214$ 0.604$ 0.339$ 0.396# 0.648# 1.140$ 1.760# 22.99 " 75.29 # 80.13 " 7.612" 4.824# 3
4 1.129$ 0.578$ 0.502$ 0.371# 0.553# 0.956$ 1.678# 19.16 " 162.5 # 66.69 " 7.265" 4.310# 4
5 1.134$ 0.657$ 0.538$ 0.325# 0.532# 1.015$ 1.560# 19.99 " 92.68 " 61.89 " 6.964" 4.503# 5
6 1.266$ 0.598$ 0.463$ 0.279# 0.582# 1.008$ 1.497# 152.3 # 65.52 " 68.06 " 7.251" 3.093# 6
7 1.803# 0.500$ 0.503$ 0.310# 0.698# 1.044$ 1.264# 219.6 # 52.91 " 58.59 " 6.339" 2.805# 7
8 2.102# 0.405$ 0.571$ 0.465# 2.075# 1.014$ 1.326# 413.0 # 46.14 " 52.15 " 5.799" 2.270# 8
9 1.678# 0.352$ 0.417$ 0.278# 2.130# 1.029$ 1.653# 252.0 # 40.46 " 62.17 " 5.157" 2.280# 9
10 1.481# 0.258$ 0.518$ 0.249# 2.021# 1.310$ 1.950# 218.7 # 37.81 " 65.24 " 4.389" 1.400# 10
11 1.351# 0.178$ 1.070$ 0.288# 1.865# 1.503$ 1.889# 266.7 # 121.8 # 51.17 " 3.554# 0.890# 11
12 1.487# 0.202$ 0.892$ 0.382# 1.518# 1.485$ 2.687# 139.1 # 271.7 # 45.82 " 3.189# 0.730# 12
13 1.731# 0.220$ 0.437$ 0.564# 1.244# 1.563# 2.740# 97.32 " 149.2 # 40.02 " 3.155# 0.630# 13
14 1.666# 0.242$ 0.337# 0.559# 1.113# 1.520# 2.902# 85.13 " 380.5 # 36.40 " 3.189# 0.546# 14
15 1.608# 0.420$ 1.056# 0.420# 1.177# 1.478# 2.886# 99.64 # 224.6 # 32.05 " 3.113# 0.517# 15
16 1.512# 0.385$ 0.749# 0.411# 1.305# 1.358# 3.671# 144.0 # 135.5 # 32.04 " 2.754# 0.484# 16
17 1.316$ 0.347$ 0.541# 0.494# 1.578# 1.607# 13.55 " 115.5 " 273.6 # 32.73 " 2.629# 0.501# 17
18 1.326$ 0.412$ 0.526# 0.542# 1.497# 1.560# 11.89 " 79.02 " 194.9 # 28.79 " 2.254# 0.436# 18
19 1.361$ 0.458$ 0.693# 0.542# 1.517# 1.325# 7.354" 61.37 " 194.2 # 25.94 " 1.942# 0.373# 19
20 1.425# 0.390$ 0.595# 0.469# 2.170# 1.400# 5.109" 50.10 " 188.1 # 32.39 " 1.697# 0.306# 20
21 1.419# 0.476$ 0.561# 1.173# 2.503# 1.369# 4.654" 44.45 " 198.7 # 33.16 " 1.768# 0.271# 21
22 1.426# 0.723$ 0.401# 2.137# 2.505# 1.355# 4.076" 39.19 " 223.9 # 27.96 " 2.119# 0.252# 22
23 1.512# 0.790$ 0.484# 1.016# 2.260# 1.563# 3.985" 34.51 " 349.8 # 22.64 " 2.263# 0.266# 23
24 1.383$ 0.503$ 0.465# 0.555# 1.934# 1.986# 22.62 " 30.90 " 288.9 # 20.15 " 2.346# 0.353# 24
25 1.293$ 0.437$ 0.383# 0.416# 1.722# 2.072# 28.59 " 28.91 " 166.6 # 18.09 " 2.700# 0.404# 25
26 1.264$ 0.391$ 0.855# 0.390# 1.449# 2.394# 51.73 " 27.81 " 122.3 # 17.38 " 3.019# 0.420# 26
27 0.951$ 0.348$ 0.696# 0.389# 1.250# 2.969# 149.6 # 41.84 " 124.5 # 16.32 " 3.087# 0.346# 27
28 0.791$ 0.360$ 0.629# 0.416# 1.223# 3.149# 88.98 # 127.6 # 97.37 " 15.39 " 3.252# 0.227# 28
29 0.661$ 0.602# 0.372# 1.106# 2.445# 46.53 " 119.0 # 100.2 # 13.42 " 3.435# 0.180# 29
30 0.491$ 0.522# 0.325# 1.958$ 2.190# 32.22 " 293.8 # 280.1 # 11.68 " 3.758# 0.144# 30
31 0.537$ 0.493# 2.458$ 38.12 " 199.0 # 10.46 " 0.134# 31
Mean 1.317$ 0.446$ 0.562$ 0.517# 1.476$ 1.596$ 17.49 # 113.4 # 161.8 # 42.67 # 4.140# 1.371#
Median 1.351$ 0.416$ 0.522$ 0.416# 1.497$ 1.482$ 3.671# 85.13 # 142.3 # 32.73 # 3.189# 0.501#
Maximum 2.102$ 0.790$ 1.070$ 2.137# 2.505$ 3.149$ 149.6 # 413.0 # 380.5 # 144.0 # 9.570# 5.139#
Minimum 0.491$ 0.178$ 0.266$ 0.249# 0.355$ 0.956$ 1.264# 19.16 # 37.81 # 10.46 # 1.697# 0.134#
Total 40.83 $ 12.48 $ 17.42 $ 15.51 # 45.75 $ 47.89 $ 542.3 #3514 #4853 #1323 # 124.2 # 42.50 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.98 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.666$ # ... Relative Uncertainty +/-15%
Annual Total 10579 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 413.0 $ 0.134$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.114# 0.000# 0.000 0.156# 0.459# 5.967" 14.23 " 64.51 " 123.4 # 70.33 " 10.01 " 2.908# 1
2 0.141# 0.000# 0.000 0.104# 0.469# 5.490" 76.14 # 54.72 " 87.95 " 52.68 " 8.700" 2.707# 2
3 0.113# 0.000# 0.000 0.103# 0.387# 5.598" 102.6 # 48.44 " 70.61 " 45.62 " 9.138" 2.868# 3
4 0.096# 0.000# 0.000 0.110# 0.507# 4.758" 50.33 " 41.79 " 57.05 " 38.41 " 7.896" 2.544# 4
5 0.117# 0.000# 0.000 0.128# 0.762# 4.033" 51.49 " 37.47 " 48.81 " 41.92 " 7.529" 2.184# 5
6 0.222# 0.000# 0.000 0.142# 0.625# 3.429# 109.1 # 34.28 " 44.22 " 69.65 " 6.048" 2.046# 6
7 0.242# 0.000# 0.000 0.156# 0.735# 2.858# 187.6 # 34.25 " 54.50 " 51.04 " 6.805" 1.879# 7
8 0.236# 0.000 0.000 0.117# 1.564# 2.607# 182.0 # 57.06 " 69.77 " 41.57 " 6.307" 1.749# 8
9 0.199# 0.000 0.000 0.144# 1.264# 2.754# 99.04 " 48.55 " 89.79 " 37.05 " 5.837" 1.311# 9
10 0.236# 0.000 0.000 0.177# 1.176# 3.668# 66.36 " 35.69 " 70.82 " 34.15 " 5.223" 1.021# 10
11 0.278# 0.000 0.000 0.163# 0.945# 4.205" 52.18 " 31.49 " 57.74 " 30.10 " 5.299" 0.979# 11
12 0.261# 0.000 0.000 0.163# 0.719# 5.340" 41.31 " 27.53 " 51.38 " 26.10 " 5.301" 0.908# 12
13 0.205# 0.000 0.000 0.162# 0.652# 4.708" 34.29 " 24.02 " 43.52 " 23.80 " 5.263" 0.929# 13
14 0.206# 0.000 0.000 0.140# 0.659# 4.139" 77.90 # 22.43 " 38.43 " 20.89 " 4.391" 0.864# 14
15 0.100# 0.000 0.000 0.155# 0.652# 3.742" 108.1 # 20.25 " 34.80 " 18.73 " 3.816" 0.874# 15
16 0.099# 0.000 0.000 0.198# 0.628# 3.475# 67.17 " 19.27 " 30.74 " 16.74 " 3.492" 0.878# 16
17 0.128# 0.000 0.000 0.229# 0.614# 8.413# 48.21 " 19.97 " 27.44 " 13.98 " 3.202# 0.818# 17
18 0.128# 0.000 0.000 0.326# 0.646# 91.24 " 38.32 " 61.66 # 25.72 " 14.46 " 2.761# 0.724# 18
19 0.095# 0.000 0.000 0.317# 0.714# 80.76 " 33.85 " 148.4 # 25.07 " 17.40 " 2.469# 0.761# 19
20 0.056# 0.000 0.000 0.228# 0.880# 74.91 " 41.52 " 81.03 " 20.08 " 18.54 " 2.708# 0.702# 20
21 0.033# 0.000 0.000 0.220# 1.229# 81.76 " 45.67 " 86.18 " 31.27 " 18.06 " 2.798# 0.632# 21
22 0.014# 0.000 0.000 0.250# 1.245# 142.4 # 235.8 # 108.2 " 133.8 # 16.50 " 2.776# 0.469# 22
23 0.003# 0.000 0.000 0.301# 3.372# 67.72 " 162.0 # 70.76 " 71.45 " 19.64 " 2.843# 0.495# 23
24 0.000# 0.000 0.000 0.463# 3.980# 41.16 " 125.6 # 49.48 " 49.43 " 26.59 " 2.747# 0.580# 24
25 0.000# 0.000 0.000 0.659# 5.417" 29.87 " 106.5 " 40.04 " 40.43 " 18.35 " 2.552# 0.514# 25
26 0.000# 0.000 0.000 0.777# 4.843" 23.03 " 340.8 # 32.93 " 34.29 " 16.57 " 2.217# 0.451# 26
27 0.000# 0.000 0.000 1.368# 8.156" 20.27 " 360.6 # 31.76 " 104.9 # 16.10 " 2.527# 0.412# 27
28 0.000# 0.000 0.000 1.797# 15.41 " 18.41 " 167.0 # 29.05 " 234.2 # 13.26 " 3.257# 0.344# 28
29 0.000# 0.000 0.725# 12.47 " 16.37 " 136.2 # 187.0 # 137.8 # 12.39 " 3.382# 0.316# 29
30 0.000# 0.000# 0.481# 8.052" 15.42 " 100.7 " 529.4 # 102.9 " 11.15 " 3.145# 0.256# 30
31 0.000# 0.104# 6.635" 79.55 " 232.1 # 11.90 " 0.194# 31
Mean 0.107# 0.000# 0.003# 0.349# 2.770# 25.95 # 107.8 # 74.50 # 67.07 # 27.86 " 4.681# 1.107#
Median 0.100# 0.000# 0.000# 0.188# 0.880# 5.782# 79.55 # 41.79 # 52.94 # 19.64 " 3.654# 0.864#
Maximum 0.278# 0.000# 0.104# 1.797# 15.41 # 142.4 # 360.6 # 529.4 # 234.2 # 70.33 " 10.01 # 2.908#
Minimum 0.000# 0.000# 0.000# 0.103# 0.387# 2.607# 14.23 # 19.27 # 20.08 # 11.15 " 2.217# 0.194#
Total 3.324# 0.000# 0.104# 10.46 # 85.86 # 778.5 #3342 #2310 #2012 # 863.7 " 140.4 # 34.32 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.25 # " ... Relative Uncertainty +/-10%
Ann. Median 2.843# # ... Relative Uncertainty +/-15%
Annual Total 9581 #
Maximum Minimum
Daily 529.4 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.166# 0.283# 0.120# 0.199# 0.513# 0.530# 1.661# 8.531" 23.27 " 3.614" 0.972# 0.437# 1
2 0.174# 0.578# 0.106# 0.158# 0.307# 0.887# 1.576# 7.487" 21.24 " 3.714" 1.116# 0.417# 2
3 0.175# 1.323# 0.143# 0.162# 0.317# 0.923# 1.579# 6.566" 17.99 " 3.222# 1.056# 0.422# 3
4 0.173# 0.952# 0.189# 0.140# 0.433# 0.783# 1.533# 6.072" 16.03 " 3.981# 0.798# 0.424# 4
5 0.144# 0.308# 0.172# 0.166# 0.314# 0.819# 1.504# 5.605" 14.92 " 4.356" 1.323# 0.612# 5
6 0.128# 0.241# 0.150# 0.294# 0.318# 0.918# 1.597# 5.308" 14.22 " 4.298" 1.402# 0.727# 6
7 0.128# 0.210# 0.127# 0.586# 0.300# 0.939# 2.463# 5.162" 12.17 " 3.696" 1.135# 0.647# 7
8 0.081# 0.118# 0.110# 0.602# 0.358# 0.941# 3.956# 8.301" 10.69 " 3.104# 0.958# 0.560# 8
9 0.069# 0.058# 0.097# 0.712# 0.335# 0.914# 5.306" 25.87 " 9.215" 2.753# 0.884# 0.489# 9
10 0.064# 0.080# 0.092# 1.096# 0.318# 0.589# 4.785" 25.36 " 9.494" 2.287# 0.786# 0.442# 10
11 0.064# 0.093# 0.105# 0.865# 0.304# 0.527# 3.688" 25.08 " 10.61 " 2.101# 0.706# 0.398# 11
12 0.079# 0.114# 0.074# 0.750# 0.371# 0.573# 3.026# 18.37 " 84.89 # 1.948# 0.674# 0.386# 12
13 0.092# 0.197# 0.060# 0.675# 0.513# 0.584# 2.622# 13.48 " 98.30 # 1.801# 0.566# 0.384# 13
14 0.138# 0.278# 0.282# 0.548# 0.569# 0.553# 2.412# 11.55 " 49.43 " 1.693# 0.499# 0.330# 14
15 0.162# 0.154# 0.484# 0.509# 0.554# 0.639# 2.156# 8.798" 34.39 " 1.592# 0.479# 0.297# 15
16 0.165# 0.041# 0.278# 0.428# 0.731# 0.759# 1.862# 8.797# 26.28 " 1.501# 0.520# 0.279# 16
17 0.158# 0.034# 0.251# 0.373# 1.329# 0.882# 1.472# 8.004" 21.33 " 1.566# 0.587# 0.255# 17
18 0.214# 0.072# 0.357# 0.402# 1.384# 1.093# 1.523# 17.69 " 16.89 " 1.576# 0.746# 0.254# 18
19 0.206# 0.102# 0.359# 0.393# 0.844# 1.419# 1.497# 28.18 " 15.09 " 1.700# 0.702# 0.200# 19
20 0.264# 0.085# 0.144# 0.354# 0.631# 1.721# 38.02 # 103.2 # 12.12 " 1.735# 0.723# 0.180# 20
21 0.305# 0.083# 0.100# 0.311# 0.533# 3.073# 66.13 " 116.2 # 10.81 " 1.925# 0.626# 0.176# 21
22 0.338# 0.101# 0.079# 0.295# 0.509# 8.592" 40.06 " 128.6 # 10.03 " 1.701# 0.550# 0.160# 22
23 0.418# 0.099# 0.096# 0.299# 0.496# 10.84 " 36.85 " 58.22 " 8.051" 1.548# 0.520# 0.107# 23
24 0.461# 0.160# 0.090# 0.268# 0.481# 6.152" 31.56 " 37.48 " 6.425" 1.374# 0.483# 0.091# 24
25 0.560# 0.197# 0.050# 0.279# 0.490# 4.972" 19.64 " 26.45 " 6.057" 1.206# 0.461# 0.080# 25
26 0.644# 0.179# 0.084# 0.308# 0.472# 3.902" 14.75 " 21.17 " 5.013" 1.090# 0.434# 0.101# 26
27 0.645# 0.139# 0.112# 0.464# 0.489# 3.101# 11.92 " 17.90 " 4.835" 0.954# 0.458# 0.070# 27
28 0.581# 0.117# 0.161# 0.437# 0.486# 2.511# 10.64 " 14.09 " 4.153" 0.853# 0.460# 0.054# 28
29 0.470# 0.183# 0.323# 0.534# 2.101# 9.816" 14.86 " 3.657" 0.799# 0.449# 0.027# 29
30 0.419# 0.175# 0.546# 0.465# 1.823# 9.291" 25.82 " 3.303" 0.841# 0.446# 0.020# 30
31 0.320# 0.244# 0.476# 9.483" 30.20 " 1.078# 0.039# 31
Mean 0.258# 0.228# 0.164# 0.431# 0.522# 2.136# 11.11 # 27.05 # 19.36 # 2.116# 0.717# 0.292#
Median 0.174# 0.128# 0.127# 0.383# 0.486# 0.931# 3.688# 17.69 # 12.14 # 1.701# 0.650# 0.279#
Maximum 0.645# 1.323# 0.484# 1.096# 1.384# 10.84 # 66.13 # 128.6 # 98.30 # 4.356# 1.402# 0.727#
Minimum 0.064# 0.034# 0.050# 0.140# 0.300# 0.527# 1.472# 5.162# 3.303# 0.799# 0.434# 0.020#
Total 8.003# 6.394# 5.073# 12.94 # 16.17 # 64.07 # 344.4 # 838.5 # 580.9 # 65.61 # 21.52 # 9.065#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 5.404# " ... Relative Uncertainty +/-10%
Ann. Median 0.587# # ... Relative Uncertainty +/-15%
Annual Total 1973 #
Maximum Minimum
Daily 128.6 # 0.020#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.033# 0.273# 0.038# 0.104# 0.519# 2.371# 15.66 " 18.83 " 124.0 # 47.74 " 7.558" 0.770# 1
2 0.023# 0.188# 0.010# 0.099# 0.481# 2.029# 10.85 " 14.68 " 72.58 " 51.21 " 5.774" 0.716# 2
3 0.013# 0.095# 0.009# 0.078# 0.430# 1.780# 6.759" 11.71 " 55.91 " 43.01 " 4.706" 0.693# 3
4 0.030# 0.055# 0.006# 0.064# 0.398# 1.634# 6.611" 11.25 " 47.39 " 40.00 " 4.674" 0.742# 4
5 0.072# 0.039# 0.006# 0.059# 0.374# 1.455# 6.110" 16.02 " 41.18 " 37.67 " 4.872" 0.742# 5
6 0.095# 0.031# 0.010# 0.046# 0.404# 1.381# 5.630" 15.53 " 36.83 " 33.59 " 4.132" 0.696# 6
7 0.084# 0.026# 0.016# 0.046# 0.550# 1.863# 5.180" 61.65 " 57.61 " 31.10 " 3.326# 0.627# 7
8 0.052# 0.025# 0.022# 0.062# 0.530# 1.746# 6.778" 113.0 # 170.9 # 55.50 " 2.934# 0.551# 8
9 0.060# 0.009# 0.025# 0.073# 0.441# 2.002# 35.41 " 129.1 # 87.86 " 104.2 " 2.582# 0.560# 9
10 0.133# 0.012# 0.013# 0.096# 0.391# 2.455# 115.6 # 113.5 " 62.63 " 55.39 " 2.725# 0.509# 10
11 0.193# 0.004# 0.015# 0.154# 0.362# 2.397# 54.21 " 70.44 " 51.36 " 40.51 " 3.884" 0.531# 11
12 0.261# 0.005# 0.016# 0.151# 0.344# 2.302# 30.00 " 68.81 " 40.90 " 32.33 " 2.886# 0.758# 12
13 0.248# 0.005# 0.023# 0.173# 0.384# 6.547# 20.44 " 48.47 " 33.95 " 27.52 " 3.015# 0.870# 13
14 0.197# 0.005# 0.015# 0.163# 0.474# 15.79 " 16.50 " 38.60 " 28.25 " 24.51 " 2.671# 0.794# 14
15 0.129# 0.007# 0.007# 0.165# 0.486# 9.662" 14.14 " 33.00 " 26.24 " 26.62 " 2.090# 0.712# 15
16 0.088# 0.008# 0.009# 0.180# 0.481# 6.680" 13.44 " 31.76 " 30.16 " 31.04 " 1.834# 0.645# 16
17 0.077# 0.003# 0.002# 0.265# 0.453# 5.145" 46.87 " 61.82 # 28.17 " 25.62 " 2.074# 0.590# 17
18 0.153# 0.000# 0.000# 0.506# 0.440# 3.722" 64.08 " 168.2 # 26.31 " 20.24 " 2.792# 0.540# 18
19 0.295# 0.000# 0.000# 0.659# 0.423# 3.629" 43.36 " 80.09 " 66.65 " 17.63 " 2.404# 0.560# 19
20 0.363# 0.000# 0.008# 0.565# 0.453# 3.694" 28.67 " 90.33 " 56.00 " 17.62 " 2.164# 0.639# 20
21 0.313# 0.000# 0.071# 0.470# 0.840# 4.001" 42.08 " 80.26 " 38.32 " 16.01 " 1.990# 0.520# 21
22 0.220# 0.005# 0.169# 0.388# 1.231# 5.092" 68.03 " 81.37 " 35.12 " 14.42 " 1.849# 0.527# 22
23 0.159# 0.021# 0.265# 0.342# 1.165# 4.909" 39.53 " 57.35 " 52.03 " 13.06 " 1.745# 0.449# 23
24 0.117# 0.013# 0.171# 0.317# 1.851# 4.026" 29.09 " 42.44 " 45.42 " 12.59 " 1.610# 0.458# 24
25 0.142# 0.013# 0.081# 0.474# 3.494# 4.024" 24.41 " 35.06 " 40.82 " 10.60 " 1.499# 0.436# 25
26 0.158# 0.017# 0.269# 0.613# 4.918" 4.432" 20.66 " 31.14 " 37.77 " 11.50 " 1.302# 0.407# 26
27 0.209# 0.014# 0.471# 0.600# 3.709" 4.723" 17.95 " 370.3 # 75.35 # 9.586" 1.070# 0.356# 27
28 0.237# 0.018# 0.375# 0.539# 3.205" 6.640" 16.47 " 306.3 # 119.8 # 8.562" 0.925# 0.345# 28
29 0.234# 0.024# 0.236# 0.527# 3.026# 37.72 " 15.25 " 130.8 # 63.48 " 8.559" 0.898# 0.321# 29
30 0.235# 0.153# 0.543# 3.120# 22.60 " 11.14 " 85.57 " 47.57 " 8.655" 0.854# 0.289# 30
31 0.249# 0.100# 2.720# 9.237" 124.0 # 9.862" 0.186# 31
Mean 0.157# 0.032# 0.084# 0.284# 1.229# 5.882# 27.10 # 81.98 # 56.69 # 28.60 " 2.761# 0.566#
Median 0.153# 0.013# 0.016# 0.176# 0.481# 3.861# 17.95 # 61.82 # 47.48 # 25.62 " 2.493# 0.560#
Maximum 0.363# 0.273# 0.471# 0.659# 4.918# 37.72 # 115.6 # 370.3 # 170.9 # 104.2 " 7.558# 0.870#
Minimum 0.013# 0.000# 0.000# 0.046# 0.344# 1.381# 5.180# 11.25 # 26.24 # 8.559" 0.854# 0.186#
Total 4.871# 0.915# 2.610# 8.521# 38.10 # 176.5 # 840.1 #2541 #1701 # 886.5 " 82.84 # 17.54 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.21 # " ... Relative Uncertainty +/-10%
Ann. Median 1.554# # ... Relative Uncertainty +/-15%
Annual Total 6300 #
Maximum Minimum
Daily 370.3 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.165# 0.167# 1.099# 0.492# 0.335# 1.927# 7.147" 379.7 # 65.99 " 48.42 " 13.49 " 1.414# 1
2 0.162# 0.158# 1.011# 0.512# 0.336# 1.858# 31.06 " 150.1 # 60.10 " 42.65 " 11.46 " 1.645# 2
3 0.157# 0.126# 1.125# 0.490# 0.319# 1.415# 23.25 " 109.9 " 49.77 " 35.90 " 9.994" 1.374# 3
4 0.111# 0.085# 1.074# 0.487# 0.321# 1.480# 16.04 " 129.0 # 45.91 " 33.09 " 9.265" 1.639# 4
5 0.078# 0.056# 1.005# 0.483# 0.388# 1.564# 16.94 " 91.34 " 40.88 " 28.59 " 8.067" 1.494# 5
6 0.087# 0.044# 0.928# 0.504# 0.406# 1.529# 33.05 " 71.89 " 39.20 " 28.01 " 7.176" 1.101# 6
7 0.113# 0.050# 0.899# 0.494# 0.438# 1.458# 41.92 " 61.09 " 37.02 " 27.39 " 6.610" 0.854# 7
8 0.127# 0.051# 0.860# 0.469# 0.430# 1.295# 57.36 " 129.3 # 34.45 " 29.32 " 5.722" 0.923# 8
9 0.131# 0.129# 0.789# 0.466# 0.445# 0.945# 29.90 " 804.3 # 30.70 " 26.95 " 5.014" 1.026# 9
10 0.122# 235.3 # 0.742# 0.434# 0.435# 0.903# 21.30 " 598.0 # 28.30 " 23.41 " 4.386" 1.105# 10
11 0.081# 145.9 # 0.675# 0.372# 0.431# 0.997# 17.66 " 218.7 # 28.15 " 19.27 " 4.098" 0.873# 11
12 0.058# 29.44 " 0.655# 0.372# 0.394# 1.031# 17.87 " 958.8 # 32.32 " 21.67 " 3.489" 0.679# 12
13 0.051# 9.944" 0.758# 0.385# 0.366# 0.803# 65.70 " 844.8 # 29.27 " 22.18 " 3.196# 0.601# 13
14 0.069# 5.526" 0.877# 0.401# 0.353# 0.851# 40.96 " 602.3 # 25.34 " 19.57 " 2.797# 0.611# 14
15 0.070# 4.627" 0.811# 0.430# 0.593# 1.007# 29.30 " 434.1 # 25.41 " 17.66 " 2.642# 0.763# 15
16 0.072# 3.510# 0.727# 0.437# 0.893# 1.048# 91.96 " 274.1 # 22.37 " 18.93 " 2.951# 0.816# 16
17 0.062# 2.581# 0.647# 0.385# 0.750# 1.063# 48.56 " 215.9 # 21.92 " 24.93 " 3.146" 0.740# 17
18 0.063# 2.164# 0.680# 0.398# 0.606# 1.070# 30.46 " 204.0 # 23.08 " 38.42 " 3.016# 1.040# 18
19 0.043# 1.892# 0.693# 0.405# 1.038# 1.029# 25.44 " 201.5 # 21.47 " 33.04 " 3.609" 1.107# 19
20 0.040# 1.708# 0.653# 0.435# 8.027# 1.042# 104.0 # 163.5 # 26.45 " 23.82 " 4.002" 0.878# 20
21 0.055# 1.493# 0.623# 0.431# 4.444" 1.141# 126.2 # 126.9 # 36.34 " 18.64 " 3.566" 1.777# 21
22 0.056# 1.357# 0.646# 0.431# 11.41 " 3.083# 227.6 # 111.6 " 86.99 # 16.85 " 3.122# 1.628# 22
23 0.056# 1.335# 0.668# 0.432# 8.503" 12.14 " 116.6 # 88.26 " 127.0 # 16.54 " 2.745# 1.191# 23
24 0.063# 1.351# 0.655# 0.427# 5.645" 18.15 " 118.4 " 80.10 " 97.84 # 16.08 " 2.526# 0.997# 24
25 0.056# 1.332# 0.661# 0.369# 4.659" 10.69 " 119.8 " 70.55 " 259.9 # 14.86 " 2.454# 0.870# 25
26 0.034# 1.277# 0.632# 0.356# 3.793" 7.623" 103.7 " 63.23 " 156.9 # 17.94 " 2.069# 0.694# 26
27 0.023# 1.214# 0.599# 0.324# 3.310" 5.986" 114.5 " 56.67 " 84.18 " 26.13 " 1.613# 0.618# 27
28 0.019# 1.174# 0.561# 0.305# 3.046# 5.164" 186.7 # 51.91 " 77.61 " 24.70 " 1.278# 0.544# 28
29 0.024# 0.544# 0.314# 2.852# 4.537" 194.2 # 49.69 " 77.85 " 21.87 " 1.132# 0.625# 29
30 0.047# 0.509# 0.329# 2.539# 4.266" 150.2 # 47.65 " 58.07 " 19.32 " 1.150# 0.575# 30
31 0.110# 0.485# 1.882# 279.2 # 51.89 " 16.27 " 0.516# 31
Mean 0.078# 16.21 # 0.751# 0.419# 2.238# 3.237# 80.22 # 240.0 # 58.36 # 24.92 " 4.526# 0.991#
Median 0.063# 1.343# 0.680# 0.430# 0.606# 1.437# 48.56 # 129.0 # 38.11 # 23.41 " 3.342# 0.878#
Maximum 0.165# 235.3 # 1.125# 0.512# 11.41 # 18.15 # 279.2 # 958.8 # 259.9 # 48.42 " 13.49 # 1.777#
Minimum 0.019# 0.044# 0.485# 0.305# 0.319# 0.803# 7.147# 47.65 # 21.47 # 14.86 " 1.132# 0.516#
Total 2.405# 454.0 # 23.29 # 12.57 # 69.38 # 97.10 #2487 #7441 #1751 # 772.4 " 135.8 # 30.72 #
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 1.777# # ... Relative Uncertainty +/-15%
Annual Total 13276 #
Maximum Minimum
Daily 958.8 # 0.019#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.448# 0.880# 0.339# 0.106# 0.246# 4.226" 29.83 " 310.4 # 114.2 " 32.05 " 13.93 " 2.835# 1
2 0.404# 0.905# 0.316# 0.111# 0.239# 6.075" 138.1 # 536.4 # 93.41 " 28.87 " 12.96 " 2.906# 2
3 0.350# 0.909# 0.307# 0.127# 0.202# 5.824" 321.4 # 305.2 # 81.38 " 26.27 " 12.86 " 3.234# 3
4 0.301# 0.867# 0.304# 0.125# 0.178# 4.895" 232.8 # 795.3 # 95.11 " 30.34 " 11.98 " 2.776# 4
5 0.239# 0.851# 0.310# 0.114# 0.168# 4.695" 368.4 # 541.6 # 111.1 " 33.49 " 12.32 " 2.547# 5
6 0.244# 0.817# 0.281# 0.108# 0.191# 4.781" 170.3 # 222.7 # 90.68 " 28.15 " 11.08 " 2.153# 6
7 0.269# 0.746# 0.278# 0.106# 0.240# 8.641" 96.66 " 177.2 # 84.90 " 26.64 " 9.468" 2.589# 7
8 0.231# 0.711# 0.256# 0.135# 0.302# 12.23 " 70.76 " 171.2 # 97.66 " 25.43 " 11.34 " 2.588# 8
9 0.212# 0.631# 0.255# 0.155# 0.356# 12.20 " 56.89 " 500.7 # 90.02 " 24.29 " 9.877" 2.417# 9
10 0.268# 0.569# 0.208# 0.143# 0.288# 155.2 # 47.78 " 629.3 # 76.50 " 24.73 " 8.581" 2.038# 10
11 0.201# 0.563# 0.180# 0.133# 0.241# 97.81 # 40.65 " 260.4 # 79.06 " 25.23 " 7.694" 1.837# 11
12 0.187# 0.516# 0.185# 0.145# 0.214# 43.17 " 36.49 " 172.7 # 68.86 " 23.73 " 7.410" 1.577# 12
13 0.209# 0.444# 0.152# 0.168# 0.199# 31.97 " 38.95 " 136.1 # 65.21 " 25.01 " 7.632" 1.582# 13
14 0.147# 0.443# 0.159# 0.155# 0.192# 25.83 " 43.72 " 241.4 # 68.85 " 34.17 " 7.482" 1.525# 14
15 0.437# 0.469# 0.216# 0.165# 0.187# 20.26 " 113.3 # 208.7 # 60.63 " 55.65 " 6.646" 1.393# 15
16 23.43 # 0.414# 0.248# 0.200# 0.201# 16.87 " 116.7 # 148.3 # 53.22 " 37.70 " 5.364" 1.210# 16
17 56.42 " 0.461# 0.230# 0.188# 0.212# 14.83 " 111.5 # 133.2 # 50.81 " 29.67 " 4.505" 0.964# 17
18 19.94 " 0.476# 0.193# 0.202# 0.213# 15.90 " 73.37 " 107.0 " 47.84 " 27.00 " 4.377" 0.945# 18
19 9.740" 0.468# 0.197# 0.214# 0.201# 31.57 " 61.65 " 89.98 " 45.43 " 44.69 " 4.533" 0.953# 19
20 5.117" 0.446# 0.187# 0.231# 0.186# 29.52 " 51.92 " 79.53 " 43.43 " 40.98 " 4.680" 0.826# 20
21 4.666" 0.425# 0.167# 0.237# 0.175# 26.30 " 110.1 # 97.63 # 40.37 " 35.74 " 4.298" 0.756# 21
22 3.634" 0.414# 0.144# 0.379# 0.154# 21.83 " 315.5 # 187.0 # 37.40 " 37.94 " 2.939# 0.574# 22
23 3.690" 0.409# 0.144# 0.462# 0.145# 19.09 " 236.3 # 114.3 # 36.47 " 31.88 " 3.042# 0.505# 23
24 2.858# 0.359# 0.150# 0.480# 0.228# 16.68 " 148.6 # 90.45 " 33.69 " 27.67 " 3.254# 0.419# 24
25 2.318# 0.384# 0.159# 0.417# 1.056# 15.13 " 159.5 # 78.71 " 33.88 " 27.59 " 3.224# 0.397# 25
26 1.910# 0.404# 0.203# 0.352# 1.526# 13.79 " 609.7 # 70.65 " 31.92 " 22.44 " 3.496" 0.372# 26
27 1.655# 0.374# 0.258# 0.333# 5.943# 188.1 # 240.1 # 64.33 " 31.92 " 17.27 " 3.703" 0.318# 27
28 1.477# 0.345# 0.237# 0.328# 6.341" 171.8 # 160.0 # 212.9 # 29.71 " 15.66 " 3.279# 0.304# 28
29 1.194# 0.183# 0.299# 7.099" 65.18 " 118.0 # 427.8 # 27.81 " 16.62 " 2.918# 0.277# 29
30 0.976# 0.160# 0.257# 5.403" 40.45 " 154.6 # 298.2 # 33.82 " 15.93 " 3.463# 0.268# 30
31 0.914# 0.139# 4.346" 121.9 # 154.7 # 15.14 " 0.259# 31
Mean 4.648# 0.561# 0.217# 0.219# 1.189# 37.50 # 148.2 # 244.0 # 61.84 " 28.64 " 6.944# 1.398#
Median 0.914# 0.468# 0.203# 0.178# 0.214# 17.98 # 116.7 # 177.2 # 56.93 " 27.59 " 6.005# 1.210#
Maximum 56.42 # 0.909# 0.339# 0.480# 7.099# 188.1 # 609.7 # 795.3 # 114.2 " 55.65 " 13.93 # 3.234#
Minimum 0.147# 0.345# 0.139# 0.106# 0.145# 4.226# 29.83 # 64.33 # 27.81 " 15.14 " 2.918# 0.259#
Total 144.1 # 15.70 # 6.742# 6.575# 36.87 #1125 #4595 #7564 #1855 " 887.9 " 208.3 # 43.34 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 45.18 # " ... Relative Uncertainty +/-10%
Ann. Median 4.346# # ... Relative Uncertainty +/-15%
Annual Total 16489 #
Maximum Minimum
Daily 795.3 # 0.106#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.240# 0.118# 0.000# 0.000# 0.037# 0.016# 37.78 " 18.70 " 123.1 # 13.19 " 13.31 " 0.146# 1
2 0.252# 0.040# 0.000# 0.000# 0.061# 0.014# 32.54 " 17.26 " 166.2 # 11.19 " 15.77 " 0.128# 2
3 0.241# 0.002# 0.001# 0.000# 0.130$ 0.009# 22.83 " 15.28 " 302.2 # 11.71 " 15.11 " 0.107# 3
4 0.212# 0.001# 0.001# 0.000# 0.170$ 0.008# 27.82 " 15.97 " 156.5 # 12.09 " 11.23 " 0.077# 4
5 0.203# 0.004# 0.000# 0.000# 0.033# 0.007# 163.4 # 19.09 " 103.1 " 17.70 " 7.963" 0.058# 5
6 0.175# 0.005# 0.000# 0.000# 0.035# 0.010# 91.24 # 30.50 " 73.16 " 20.50 " 6.390" 0.046# 6
7 0.150# 0.001# 0.003# 0.000# 0.021# 0.212# 49.46 " 36.17 " 57.07 " 16.77 " 5.135" 0.051# 7
8 0.113# 0.000# 0.012# 0.000# 0.030# 0.337# 37.76 " 27.05 " 47.41 " 12.90 " 4.240" 0.064# 8
9 0.071# 0.000# 0.025# 0.000# 0.031# 0.546# 29.88 " 22.43 " 42.77 " 12.26 " 3.119# 0.071# 9
10 0.047# 0.001# 0.055# 0.000# 0.022# 1.597# 25.48 " 16.48 " 36.90 " 9.453" 2.495# 0.056# 10
11 0.043# 0.000# 0.048# 0.000# 0.027# 8.132# 22.79 " 14.20 " 31.18 " 10.18 " 2.257# 0.011# 11
12 0.045# 0.002# 0.019# 0.000# 0.027# 13.49 " 19.77 " 14.70 " 30.07 " 10.98 " 2.174# 0.003# 12
13 0.043# 0.006# 0.006# 0.000# 0.024# 12.38 " 17.85 " 17.15 " 28.19 " 11.89 " 2.068# 0.001# 13
14 0.041# 0.015# 0.005# 0.000# 0.033# 9.003" 16.88 " 19.70 " 24.78 " 10.87 " 1.729# 0.000# 14
15 0.033# 0.008# 0.004# 0.004# 0.026# 9.258" 16.01 " 21.47 " 24.67 " 9.608" 1.635# 0.000# 15
16 0.035# 0.004# 0.002# 0.001# 0.037# 9.560" 14.63 " 19.49 " 22.86 " 7.637" 1.468# 0.000# 16
17 0.030# 0.003# 0.001# 0.003# 0.026# 7.920" 13.00 " 99.20 # 19.36 " 6.890" 1.284# 0.000# 17
18 0.031# 0.002# 0.000# 0.021# 0.032# 6.270" 13.92 " 68.42 " 18.27 " 5.866" 1.063# 0.000# 18
19 0.053# 0.001# 0.000# 0.141# 0.043# 5.197" 23.32 " 40.89 " 31.61 " 5.533" 0.896# 0.000# 19
20 0.083# 0.001# 0.000# 0.171# 0.088# 4.426" 187.3 # 30.98 " 36.06 " 4.953" 0.808# 0.000# 20
21 0.077# 0.002# 0.000# 0.202# 0.078# 4.028" 97.39 # 26.30 " 26.67 " 5.576" 0.762# 0.000# 21
22 0.009# 0.006# 0.000# 0.191# 0.067# 4.276" 78.66 " 23.65 " 23.03 " 4.688" 0.677# 0.000# 22
23 0.009# 0.011# 0.000# 0.151# 0.066# 17.14 " 60.00 " 76.24 " 20.81 " 4.533" 0.750# 0.002# 23
24 0.014# 0.011# 0.000# 0.112# 0.066# 34.11 " 43.96 " 72.06 " 17.45 " 5.577" 0.712# 0.002# 24
25 0.029# 0.004# 0.000# 0.089# 0.069# 20.74 " 36.29 " 44.35 " 16.64 " 5.739" 0.587# 0.001# 25
26 0.052# 0.001# 0.000# 0.072# 0.058# 15.24 " 31.79 " 34.22 " 17.39 " 4.663" 0.489# 0.001# 26
27 0.045# 0.001# 0.000# 0.050# 0.034# 25.10 " 29.00 " 28.20 " 16.81 " 4.041" 0.399# 0.001# 27
28 0.109# 0.000# 0.000# 0.036# 0.026# 46.82 " 27.40 " 25.13 " 14.61 " 3.394# 0.312# 0.001# 28
29 0.154# 0.000# 0.027# 0.023# 34.94 " 24.65 " 22.59 " 15.36 " 2.847# 0.224# 0.002# 29
30 0.182# 0.000# 0.025# 0.022# 25.87 " 22.24 " 149.8 # 13.05 " 2.619# 0.173# 0.003# 30
31 0.173# 0.000# 0.019# 19.66 " 156.6 # 4.059# 0.003# 31
Mean 0.097# 0.009# 0.006# 0.043# 0.047$ 10.56 # 43.06 # 39.49 # 51.91 # 8.707# 3.508# 0.027#
Median 0.053# 0.002# 0.000# 0.002# 0.033$ 7.095# 27.82 # 25.13 # 27.43 # 7.637# 1.552# 0.002#
Maximum 0.252# 0.118# 0.055# 0.202# 0.170$ 46.82 # 187.3 # 156.6 # 302.2 # 20.50 # 15.77 # 0.146#
Minimum 0.009# 0.000# 0.000# 0.000# 0.019$ 0.007# 13.00 # 14.20 # 13.05 # 2.619# 0.173# 0.000#
Total 2.994# 0.250# 0.181# 1.296# 1.464$ 316.7 #1335 #1224 #1557 # 269.9 # 105.2 # 0.832#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.19 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.191$ # ... Relative Uncertainty +/-15%
Annual Total 4815 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 302.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.004# 0.000" 0.000" 0.000# 0.000# 0.865# 24.64 " 25.44 " 19.45 " 20.43 " 2.395# 2.560# 1
2 0.005# 0.000" 0.000" 0.000# 0.000# 1.755# 18.57 " 23.07 " 30.68 " 19.05 " 3.386# 2.199# 2
3 0.010# 0.000" 0.000" 0.000# 0.000# 1.486# 11.47 " 24.54 " 34.21 " 18.01 " 5.765" 1.819# 3
4 0.004# 0.000" 0.000" 0.000# 0.000# 1.165# 8.623" 28.14 " 27.91 " 17.12 " 5.198" 1.577# 4
5 0.002# 0.000" 0.000" 0.000# 0.011# 0.940# 7.009" 23.88 " 23.89 " 14.96 " 3.823" 1.441# 5
6 0.001# 0.000" 0.000" 0.000# 0.041# 0.731# 7.923" 20.49 " 24.28 " 12.44 " 2.854# 1.360# 6
7 0.000# 0.000" 0.000" 0.000# 0.050# 0.554# 15.25 " 17.79 " 100.8 # 13.42 " 2.010# 1.303# 7
8 0.000# 0.000" 0.000" 0.000# 0.086# 0.407# 21.87 " 16.77 " 79.16 " 16.88 " 1.626# 1.120# 8
9 0.000# 0.000" 0.000" 0.000# 0.066# 0.308# 19.68 " 18.51 " 52.40 " 21.03 " 2.900# 0.886# 9
10 0.000# 0.000" 0.000" 0.000# 0.053# 0.259# 12.78 " 79.86 " 51.76 " 17.25 " 15.48 " 0.670# 10
11 0.000# 0.000" 0.000" 0.000# 0.047# 0.291# 8.511" 85.85 " 57.60 " 14.30 " 23.30 " 0.491# 11
12 0.000# 0.000" 0.000" 0.000# 0.048# 0.306# 6.558" 64.79 " 40.66 " 13.63 " 15.27 " 0.425# 12
13 0.000# 0.000" 0.000" 0.000# 0.042# 0.312# 8.251" 46.56 " 33.88 " 10.61 " 10.32 " 0.327# 13
14 0.000# 0.000" 0.000" 0.000# 0.043# 0.571# 52.44 " 36.29 " 29.89 " 10.41 " 11.71 " 0.268# 14
15 0.000# 0.000" 0.000" 0.000# 0.043# 1.568# 59.17 " 32.94 " 24.51 " 8.567" 11.31 " 0.250# 15
16 0.000# 0.000" 0.000" 0.000# 0.050# 1.920# 41.69 " 108.4 # 21.71 " 9.280" 18.24 " 0.276# 16
17 0.000# 0.000" 0.000" 0.000# 0.056# 1.748# 154.7 # 152.0 # 20.25 " 7.780" 16.27 " 0.323# 17
18 0.000# 0.000" 0.000" 0.000# 0.044# 1.709# 101.5 # 96.98 " 18.99 " 7.020" 12.84 " 0.241# 18
19 0.000# 0.000" 0.000" 0.000# 0.029# 4.192# 55.82 " 67.67 " 16.76 " 5.824" 10.75 " 0.167# 19
20 0.000# 0.000" 0.000" 0.000# 0.024# 4.910" 41.02 " 51.83 " 21.73 " 4.567" 7.731" 0.117# 20
21 0.000# 0.000" 0.000" 0.000# 0.020# 4.019" 33.94 " 42.68 " 34.26 " 5.124" 7.311" 0.105# 21
22 0.000# 0.000" 0.000" 0.000# 0.019# 4.388" 28.20 " 38.03 " 28.33 " 4.801" 5.669" 0.054# 22
23 0.000# 0.000" 0.000" 0.001# 0.016# 4.419" 26.39 " 34.36 " 24.58 " 4.112" 4.634" 0.028# 23
24 0.000# 0.000" 0.000" 0.005# 0.028# 6.385" 28.37 " 32.23 " 21.30 " 3.619" 3.576" 0.027# 24
25 0.000" 0.000" 0.000" 0.003# 0.123# 8.108" 23.74 " 29.75 " 17.79 " 3.273" 2.777# 0.019# 25
26 0.000" 0.000" 0.000" 0.001# 0.140# 7.029" 25.79 " 26.68 " 14.94 " 2.871# 2.196# 0.003# 26
27 0.000" 0.000" 0.000" 0.001# 0.146# 5.965" 30.72 " 24.39 " 14.20 " 2.616# 2.032# 0.006# 27
28 0.000" 0.000" 0.000# 0.001# 0.205# 9.040" 56.73 " 22.31 " 21.42 " 2.622# 1.700# 0.015# 28
29 0.000" 0.000" 0.000# 0.000# 0.282# 36.24 " 51.99 " 21.84 " 22.82 " 2.519# 1.593# 0.029# 29
30 0.000" 0.000# 0.000# 0.364# 37.03 " 35.53 " 21.04 " 19.90 " 2.428# 2.062# 0.021# 30
31 0.000" 0.000# 0.417# 29.59 " 18.94 " 2.063# 0.014# 31
Mean 0.001# 0.000" 0.000# 0.000# 0.080# 4.954# 33.82 # 43.03 # 31.67 # 9.633# 7.224# 0.585#
Median 0.000# 0.000" 0.000# 0.000# 0.044# 1.728# 26.39 # 29.75 # 24.39 # 8.567# 4.916# 0.268#
Maximum 0.010# 0.000" 0.000# 0.005# 0.417# 37.03 # 154.7 # 152.0 # 100.8 # 21.03 # 23.30 # 2.560#
Minimum 0.000# 0.000" 0.000# 0.000# 0.000# 0.259# 6.558# 16.77 # 14.20 # 2.063# 1.593# 0.003#
Total 0.027# 0.000" 0.000# 0.013# 2.492# 148.6 #1048 #1334 # 950.1 # 298.6 # 216.7 # 18.14 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.98 # " ... Relative Uncertainty +/-10%
Ann. Median 0.798# # ... Relative Uncertainty +/-15%
Annual Total 4017 #
Maximum Minimum
Daily 154.7 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.014# 0.000# 0.138# 0.001# 0.073# 8.595" 14.60 " 370.2 # 104.5 " 40.13 " 34.44 " 3.744# 1
2 0.014# 0.000# 0.140# 0.001# 0.062# 6.246" 11.26 " 276.6 # 133.8 # 64.58 " 31.46 " 3.357# 2
3 0.022# 0.000# 0.128# 0.000# 0.055# 4.791" 9.474" 168.1 # 110.6 # 77.23 " 30.11 " 3.120# 3
4 0.017# 0.000# 0.176# 0.000# 0.081# 3.765# 12.20 " 134.6 # 80.65 " 61.81 " 27.20 " 2.915# 4
5 0.002# 0.000# 0.206# 0.000# 0.212# 3.103# 64.81 " 113.3 " 67.28 " 52.78 " 26.99 " 2.660# 5
6 0.000# 0.021# 0.184# 0.000# 0.213# 2.973# 62.68 " 97.05 " 58.21 " 44.58 " 24.02 " 2.364# 6
7 0.000# 0.067# 0.154# 0.000# 0.282# 2.678# 125.3 # 85.38 " 51.17 " 37.22 " 22.60 " 2.145# 7
8 0.000# 0.011# 0.117# 0.000# 0.294# 2.356# 88.32 " 80.51 " 46.83 " 37.18 " 20.77 " 1.940# 8
9 0.000# 0.402# 0.084# 0.000# 0.255# 2.297# 131.3 # 172.9 # 103.3 # 34.60 " 18.62 " 1.920# 9
10 0.005# 1.211# 0.066# 0.000# 0.230# 2.614# 385.4 # 440.5 # 174.8 # 30.93 " 16.67 " 1.693# 10
11 0.004# 0.281# 0.074# 0.052# 0.210# 3.233# 162.0 # 305.9 # 112.7 " 31.32 " 15.35 " 1.575# 11
12 0.004# 0.184# 0.088# 0.172# 0.202# 5.144" 176.5 # 218.7 # 83.19 " 41.18 " 14.65 " 1.898# 12
13 0.006# 0.165# 0.029# 0.226# 0.154# 4.983" 242.6 # 187.1 # 64.94 " 37.27 " 13.73 " 2.316# 13
14 0.005# 0.130# 0.018# 0.216# 0.146# 4.376" 233.5 # 125.9 # 55.45 " 31.86 " 12.23 " 2.254# 14
15 0.006# 0.110# 0.010# 0.168# 0.142# 4.063" 171.2 # 98.96 " 51.18 " 28.25 " 11.43 " 2.055# 15
16 0.009# 0.085# 0.007# 0.127# 0.136# 4.734" 125.6 # 82.75 " 194.7 # 25.24 " 10.58 " 2.062# 16
17 0.013# 0.077# 0.005# 0.132# 0.128# 4.374" 106.1 " 70.75 " 182.6 # 25.09 " 10.59 " 2.445# 17
18 0.014# 0.112# 0.003# 0.147# 0.125# 3.664" 107.5 # 64.94 " 103.0 " 24.78 " 9.752" 2.866# 18
19 0.011# 0.086# 0.001# 0.145# 0.107# 3.207" 116.8 # 75.32 " 100.1 " 28.06 " 9.548" 3.906# 19
20 0.011# 0.091# 0.000# 0.127# 0.093# 5.005" 91.87 # 120.8 " 82.85 " 55.59 " 9.896" 4.538" 20
21 0.013# 0.082# 0.000# 0.095# 0.079# 35.33 " 495.5 # 119.5 " 63.68 " 84.07 " 8.889" 3.825" 21
22 0.010# 0.097# 0.000# 0.079# 0.108# 24.00 " 287.0 # 114.4 " 52.51 " 63.37 " 8.252" 3.100# 22
23 0.009# 0.084# 0.000# 0.064# 0.167# 14.80 " 139.4 # 80.36 " 46.86 " 46.97 " 8.430" 2.298# 23
24 0.012# 0.075# 0.000# 0.054# 0.286# 10.85 " 130.9 # 64.17 " 43.43 " 39.09 " 7.850" 1.646# 24
25 0.010# 0.057# 0.000# 0.042# 0.380# 8.569" 99.04 " 55.19 " 38.77 " 36.66 " 6.454" 1.281# 25
26 0.000# 0.047# 0.000# 0.035# 1.536# 7.324" 208.0 # 53.31 " 38.93 " 45.94 " 5.479" 0.928# 26
27 0.001# 0.042# 0.000# 0.033# 1.725# 6.801" 907.7 # 62.77 " 38.22 " 107.7 # 4.835" 0.602# 27
28 0.001# 0.041# 0.000# 0.030# 1.516# 6.821" 564.0 # 55.61 " 38.14 " 105.6 # 4.234" 0.445# 28
29 0.001# 0.000# 0.054# 1.724# 10.13 " 478.2 # 67.46 " 34.61 " 61.21 " 3.740" 0.315# 29
30 0.000# 0.000# 0.077# 5.524# 18.32 " 412.6 # 124.1 # 35.04 " 43.70 " 3.610# 0.237# 30
31 0.001# 0.000# 10.99 " 356.0 # 115.8 " 38.48 " 0.183# 31
Mean 0.007# 0.127# 0.053# 0.069# 0.879# 7.505# 210.2 # 135.6 # 79.73 # 47.82 # 14.41 # 2.149#
Median 0.006# 0.079# 0.007# 0.053# 0.202# 4.887# 131.3 # 113.3 # 64.31 # 40.13 # 11.01 # 2.145#
Maximum 0.022# 1.211# 0.206# 0.226# 10.99 # 35.33 # 907.7 # 440.5 # 194.7 # 107.7 # 34.44 # 4.538#
Minimum 0.000# 0.000# 0.000# 0.000# 0.055# 2.297# 9.474# 53.31 # 34.61 # 24.78 # 3.610# 0.183#
Total 0.215# 3.559# 1.629# 2.075# 27.23 # 225.1 #6517 #4203 #2392 #1482 # 432.4 # 66.63 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.06 # " ... Relative Uncertainty +/-10%
Ann. Median 3.233# # ... Relative Uncertainty +/-15%
Annual Total 15353 #
Maximum Minimum
Daily 907.7 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp 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 0.154# 0.001# 0.000# 0.054# 0.095# 3.768" 12.93 " 110.2 " 50.57 " 27.47 " 13.77 " 2.703# 1
2 0.124# 0.000# 0.002# 0.001# 0.080# 3.749" 11.66 " 225.5 # 45.52 " 25.71 " 11.45 " 3.338# 2
3 0.110# 0.002# 0.002# 0.001# 0.064# 3.972" 11.69 " 277.3 # 45.11 " 25.22 " 10.86 " 3.297# 3
4 0.076# 0.002# 0.004# 0.000# 0.047# 3.684" 11.11 " 432.1 # 47.54 " 24.22 " 10.14 " 2.842# 4
5 0.061# 0.002# 0.006# 0.000# 0.040# 3.349" 10.82 " 245.9 # 64.28 " 26.03 " 9.334" 2.287# 5
6 0.053# 0.003# 0.007# 0.000# 0.034# 3.265" 11.67 " 137.7 # 111.8 # 29.00 " 6.929" 1.983# 6
7 0.023# 0.009# 0.005# 0.000# 0.023# 2.922# 12.65 " 307.9 # 106.9 # 26.24 " 7.225" 1.892# 7
8 0.008# 0.000# 0.003# 0.000# 0.023# 2.265# 11.51 " 333.0 # 72.40 " 24.47 " 6.879" 3.974# 8
9 0.001# 0.000# 0.002# 0.000# 0.026# 2.740# 7.627" 608.5 # 59.46 " 22.13 " 7.800" 9.299" 9
10 0.001# 0.001# 0.001# 0.000# 0.022# 3.339# 39.31 " 534.8 # 51.20 " 22.75 " 9.348" 5.220" 10
11 0.001# 0.002# 0.000# 0.003# 0.020# 6.402" 49.51 " 219.5 # 45.98 " 21.40 " 9.632" 3.648" 11
12 0.001# 0.008# 0.000# 0.003# 0.209# 15.81 " 31.56 " 143.8 # 43.40 " 19.58 " 8.639" 2.778# 12
13 0.000# 0.012# 0.000# 0.000# 0.294# 30.57 " 23.98 " 119.9 # 158.9 # 18.97 " 7.308" 2.278# 13
14 0.000# 0.018# 0.000# 0.046# 0.400# 23.67 " 31.95 " 184.7 # 260.8 # 18.69 " 7.404" 2.178# 14
15 0.001# 0.002# 0.000# 0.140# 0.334# 16.72 " 132.3 # 132.1 # 123.3 # 17.99 " 5.419" 1.874# 15
16 0.002# 0.001# 0.000# 0.121# 0.300# 14.47 " 72.48 " 341.1 # 90.53 " 17.67 " 4.652" 1.646# 16
17 0.008# 0.000# 0.001# 0.086# 0.277# 16.23 " 45.71 " 815.0 # 71.48 " 17.67 " 4.733" 1.510# 17
18 0.016# 0.000# 0.001# 0.060# 0.329# 56.25 " 41.91 " 946.7 # 63.83 " 16.37 " 9.949" 1.322# 18
19 0.012# 0.000# 0.000# 0.051# 0.331# 100.2 " 39.51 " 445.1 # 74.91 " 15.67 " 18.18 " 1.234# 19
20 0.004# 0.000# 0.000# 0.043# 0.434# 62.28 " 32.30 " 205.9 # 84.65 " 14.47 " 15.10 " 1.156# 20
21 0.003# 0.000# 0.001# 0.051# 1.153# 40.35 " 121.5 # 159.7 # 67.53 " 14.54 " 11.64 " 0.897# 21
22 0.002# 0.000# 0.000# 0.067# 1.368# 31.13 " 127.0 # 127.8 # 60.64 " 15.85 " 8.541" 0.757# 22
23 0.004# 0.000# 0.000# 0.071# 2.852# 27.07 " 228.9 # 104.7 " 53.76 " 15.77 " 6.876" 0.518# 23
24 0.005# 0.000# 0.000# 0.045# 22.96 " 32.90 " 433.1 # 91.81 " 48.24 " 18.00 " 5.540" 0.306# 24
25 0.014# 0.000# 0.000# 0.023# 25.12 " 29.90 " 176.7 # 83.05 " 45.50 " 18.96 " 5.328" 0.269# 25
26 0.011# 0.000# 0.000# 0.104# 15.22 " 23.74 " 106.6 " 74.72 " 41.26 " 16.84 " 5.691" 0.244# 26
27 0.006# 0.000# 0.000# 0.122# 9.715" 20.26 " 116.2 " 76.55 " 39.47 " 15.37 " 5.574" 0.195# 27
28 0.005# 0.000# 0.004# 0.153# 6.881" 17.37 " 81.76 " 79.96 " 36.42 " 13.23 " 5.394" 0.135# 28
29 0.006# 0.002# 0.153# 5.724" 16.18 " 155.4 # 68.15 " 33.93 " 15.50 " 3.888# 0.131# 29
30 0.011# 0.001# 0.123# 4.817" 14.92 " 203.4 # 60.95 " 30.51 " 15.72 " 3.134# 0.084# 30
31 0.011# 0.002# 4.325" 143.7 # 54.99 " 15.01 " 0.065# 31
Mean 0.024# 0.002# 0.002# 0.051# 3.339# 20.98 # 81.82 # 250.0 # 71.00 # 19.56 " 8.212# 1.937#
Median 0.006# 0.000# 0.001# 0.045# 0.329# 16.21 # 41.91 # 159.7 # 56.61 # 18.00 " 7.356# 1.646#
Maximum 0.154# 0.018# 0.007# 0.153# 25.12 # 100.2 # 433.1 # 946.7 # 260.8 # 29.00 " 18.18 # 9.299#
Minimum 0.000# 0.000# 0.000# 0.000# 0.020# 2.265# 7.627# 54.99 # 30.51 # 13.23 " 3.134# 0.065#
Total 0.735# 0.063# 0.048# 1.522# 103.5 # 629.5 #2536 #7749 #2130 # 606.5 " 246.4 # 60.06 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.53 # " ... Relative Uncertainty +/-10%
Ann. Median 3.972# # ... Relative Uncertainty +/-15%
Annual Total 14063 #
Maximum Minimum
Daily 946.7 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 614094 Punrack Drain - Yangedi Swamp Year 2023
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 0.055# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 0.053# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.038# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 0.015# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 0.010# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 0.007# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 0.006# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 0.006# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 0.007# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 0.004# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 0.004# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 0.006# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 0.008# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 0.008# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 0.005# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 0.004# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.001# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.003# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.009# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.011# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.011# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 0.010# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 0.010# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.006# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.005# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.010# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.002# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 0.012# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.007# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 0.055# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.001# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 0.313# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 4 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 0.012# # ... Relative Uncertainty +/-15%
Ann. Median 0.007# [ ... Not Available
Annual Total 0.313#
Missing Days 338
Maximum Minimum
Daily 0.055# 0.001#