DMSTA Simulation Results |
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Case: |
SAV_C4 |
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Period: |
02/01/95 |
to |
09/30/01 |
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Case: |
ENRP Cell 4 (SAV) - Depths Forced
- Optimal performance period (DBL) Jan 98 - Dec 99 |
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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) |
1065 |
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) |
2069 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
SAV_C4 |
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Outflow
FWM Conc (ppb) |
16.8 |
Load Reduction |
66% |
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K (m/yr) |
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90.23 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
16.8 |
Time Freq
Conc > 10 ppb |
88% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
24.5 |
Vol Freq Conc
> 10 ppb |
96% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
14.8 |
Storage Turnover (1/yr) |
10.0 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
14.8 |
Mean Stored P (mg/m2) |
884 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
51.5 |
Storage Inc/Net
Removal |
6% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
67.0 |
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: |
01/01/98 |
thru |
12/31/99 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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104 |
66.1 |
66.1 |
0.1 |
0% |
0% |
100% |
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Flow (cm/day) |
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104 |
10.44 |
10.88 |
-0.44 |
-4% |
18% |
89% |
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Flow-Wtd-Mean Conc (ppb) |
102 |
14.3 |
14.3 |
0.0 |
0% |
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Geometric Mean
Conc (ppb) |
102 |
13.3 |
12.5 |
0.8 |
6% |
31% |
0% |
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Mean Conc (ppb) |
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102 |
13.8 |
13.0 |
0.8 |
6% |
32% |
0% |
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Outflow Load
(mg/m2-d) |
104 |
1.48 |
1.56 |
-0.08 |
-5% |
42% |
64% |
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Pred Q x Conc (mg/m2-d) |
102 |
1.59 |
1.59 |
0.00 |
0% |
41% |
62% |
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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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