DMSTA Simulation Results |
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Case: |
WL_W1_FAV |
Period: |
11/01/01 |
to |
11/30/02 |
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Case: |
Wellington W1 - FAV |
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Input Series |
w1_fav |
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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) |
20.0 |
Bypass Volume |
0.0% |
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Output Period |
11/01/01 |
thru |
11/30/02 |
Max Water Load
(cm/d) |
33.9 |
Mean Depth (cm) |
99 |
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Startup Interval (days) |
273 |
Iterations |
1 |
Inflow Conc (ppb) |
390.6 |
Max Depth (cm) |
101 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
33722 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
52.9 |
Load Reduction |
95% |
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K (m/yr) |
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137.61 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
52.9 |
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) |
71.6 |
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) |
44.0 |
Storage Turnover (1/yr) |
120.7 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
44.0 |
Mean Stored P (mg/m2) |
7181 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
144.2 |
Storage Inc/Net
Removal |
13% |
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Mass B Error |
0.2% |
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Knet-NCSTR (m/yr) |
205.2 |
Outfl. Seepage
(cm/d/cm) |
0.1 |
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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 |
99.3 |
100.1 |
-0.8 |
-1% |
2% |
0% |
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Flow (cm/day) |
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31 |
9.50 |
10.14 |
-0.64 |
-6% |
52% |
0% |
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Flow-Wtd-Mean Conc (ppb) |
31 |
70.0 |
58.0 |
12.0 |
21% |
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Geometric Mean
Conc (ppb) |
31 |
59.5 |
60.7 |
-1.2 |
-2% |
49% |
40% |
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Mean Conc (ppb) |
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31 |
71.5 |
61.7 |
9.7 |
16% |
45% |
27% |
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Outflow Load
(mg/m2-d) |
31 |
6.65 |
5.88 |
0.77 |
13% |
75% |
0% |
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Pred Q x Conc (mg/m2-d) |
31 |
5.93 |
5.88 |
0.05 |
1% |
51% |
0% |
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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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