DMSTA Simulation Results |
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Case: |
WL_W2_EAV |
Period: |
11/01/01 |
to |
11/30/02 |
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Case: |
Wellington W2 - EAV |
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Input Series |
w2_eav |
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Tanks in Series |
3.0 |
Surface Area (km2) |
0.0008 |
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Simulation Period |
08/01/01 |
thru |
11/30/02 |
Mean Water
Load (cm/d) |
9.6 |
Bypass Volume |
0.0% |
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Output Period |
11/01/01 |
thru |
11/30/02 |
Max Water Load
(cm/d) |
12.2 |
Mean Depth (cm) |
31 |
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Startup Interval (days) |
273 |
Iterations |
1 |
Inflow Conc (ppb) |
77.7 |
Max Depth (cm) |
35 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
2429 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
24.4 |
Load Reduction |
74% |
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K (m/yr) |
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108.55 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
24.4 |
Time Freq
Conc > 10 ppb |
100% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
28.3 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.5 |
Outflow Geo.
Mean (ppb) |
24.3 |
Storage Turnover (1/yr) |
10.6 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
24.3 |
Mean Stored P (mg/m2) |
791 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
39.7 |
Storage Inc/Net
Removal |
13% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
48.7 |
Outfl. Seepage
(cm/d/cm) |
0.05 |
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Ki |
E/m2-d |
0 |
0 |
Model 2 |
Mean Biomass (g/m2) |
#N/A |
Biomass Turnover (1/yr) |
#N/A |
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Kb |
1/d |
0 |
0 |
" |
Gross PP
(g/m2-d) |
#N/A |
Total Resp (g/m2-d) |
#N/A |
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Kr |
1/d/g/m2 |
0 |
0 |
" |
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Ka |
1/d |
0 |
0 |
" |
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Kc |
ppb |
0 |
0 |
" |
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Ke |
1/d |
0 |
0 |
" |
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Ku |
mg/m2 |
0 |
0 |
" |
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Calibration Statistics for Period: |
05/01/02 |
thru |
11/30/02 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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31 |
33.8 |
30.8 |
3.0 |
10% |
11% |
0% |
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Flow (cm/day) |
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31 |
7.74 |
7.96 |
-0.22 |
-3% |
8% |
78% |
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Flow-Wtd-Mean Conc (ppb) |
31 |
24.2 |
23.1 |
1.1 |
5% |
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Geometric Mean
Conc (ppb) |
31 |
22.9 |
23.1 |
-0.2 |
-1% |
27% |
0% |
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Mean Conc (ppb) |
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31 |
23.8 |
23.3 |
0.5 |
2% |
29% |
0% |
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Outflow Load
(mg/m2-d) |
31 |
1.87 |
1.84 |
0.04 |
2% |
32% |
17% |
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Pred Q x Conc (mg/m2-d) |
31 |
1.93 |
1.84 |
0.09 |
5% |
31% |
17% |
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![](wl_w2_eav_files/dmsta_9163_image001.gif) ![](wl_w2_eav_files/dmsta_9163_image002.gif)
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Obs Load2 =
Predicted Flow x Obs Conc |
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Green lines on x
axis of concentration plots indicate model calibration period. |
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07/05/03 |
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