DMSTA Simulation Results |
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Case: |
SAV |
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Period: |
02/01/95 |
to |
09/30/01 |
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Case: |
ENRP
Cell 4 (SAV) |
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Input Series |
Cell4_f |
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Tanks in Series |
2.1 |
Surface Area (km2) |
1.4700 |
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Simulation Period |
02/01/95 |
thru |
09/30/01 |
Mean Water
Load (cm/d) |
13.7 |
Bypass Volume |
0.0% |
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Output Period |
02/01/95 |
thru |
09/30/01 |
Max Water Load
(cm/d) |
61.2 |
Mean Depth (cm) |
65 |
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Startup Interval (days) |
486 |
Iterations |
1 |
Inflow Conc (ppb) |
47.6 |
Max Depth (cm) |
120 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
2477 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
22.6 |
Load Reduction |
54% |
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K (m/yr) |
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128.70 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
22.6 |
Time Freq
Conc > 10 ppb |
91% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
36.8 |
Vol Freq Conc
> 10 ppb |
98% |
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C0 (ppb) |
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12.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
17.4 |
Storage Turnover (1/yr) |
2.7 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
17.5 |
Mean Stored P (mg/m2) |
882 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
37.1 |
Storage Inc/Net
Removal |
9% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
44.7 |
Outfl. Seepage
(cm/d/cm) |
0.008 |
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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: |
06/01/96 |
thru |
10/01/00 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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226 |
66.4 |
66.3 |
0.1 |
0% |
1% |
100% |
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Flow (cm/day) |
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226 |
12.53 |
13.03 |
-0.50 |
-4% |
15% |
93% |
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Flow-Wtd-Mean Conc (ppb) |
224 |
20.7 |
22.3 |
-1.5 |
-7% |
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Geometric Mean
Conc (ppb) |
224 |
17.8 |
17.9 |
-0.1 |
0% |
51% |
0% |
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Mean Conc (ppb) |
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224 |
19.9 |
19.6 |
0.3 |
2% |
61% |
0% |
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Outflow Load
(mg/m2-d) |
226 |
2.59 |
2.90 |
-0.31 |
-11% |
77% |
23% |
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Pred Q x Conc (mg/m2-d) |
224 |
2.72 |
2.92 |
-0.20 |
-7% |
72% |
23% |
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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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06/07/02 |
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