DMSTA Simulation Results |
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Case: |
WCA2A_8 |
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Period: |
10/01/78 |
to |
10/31/99 |
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Case: |
WCA2A South of S10's - First 8
Km; Calibrated to 1993-1999 Data |
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Input Series |
S10ACD_8 |
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Tanks in Series |
6.0 |
Surface Area (km2) |
78.8000 |
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Simulation Period |
10/01/78 |
thru |
10/31/99 |
Mean Water
Load (cm/d) |
2.0 |
Bypass Volume |
0.0% |
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Output Period |
10/01/78 |
thru |
10/31/99 |
Max Water Load
(cm/d) |
34.5 |
Mean Depth (cm) |
43 |
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Startup Interval (days) |
4840 |
Iterations |
1 |
Inflow Conc (ppb) |
97.1 |
Max Depth (cm) |
130 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
672 |
Freq Depth
< 5 cm |
7.3% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
19.8 |
Load Reduction |
80% |
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K (m/yr) |
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30.00 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
19.8 |
Time Freq
Conc > 10 ppb |
52% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
27.1 |
Vol Freq Conc
> 10 ppb |
89% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
1.5 |
Outflow Geo.
Mean (ppb) |
18.1 |
Storage Turnover (1/yr) |
4.2 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
13.3 |
Mean Stored P (mg/m2) |
894 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
11.1 |
Storage Inc/Net
Removal |
4% |
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Mass B Error |
0.7% |
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Knet-NCSTR (m/yr) |
12.8 |
Outfl. Seepage
(cm/d/cm) |
0 |
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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: |
01/01/92 |
thru |
10/31/99 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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409 |
41.0 |
49.4 |
-8.4 |
-17% |
35% |
73% |
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Flow (cm/day) |
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0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
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Flow-Wtd-Mean Conc (ppb) |
85 |
12.9 |
17.3 |
-4.4 |
-25% |
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Geometric Mean
Conc (ppb) |
85 |
15.9 |
13.5 |
2.4 |
18% |
61% |
0% |
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Mean Conc (ppb) |
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85 |
18.9 |
14.5 |
4.5 |
31% |
92% |
0% |
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Outflow Load
(mg/m2-d) |
0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
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Pred Q x Conc (mg/m2-d) |
100 |
0.44 |
0.59 |
-0.15 |
-25% |
174% |
2% |
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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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