DMSTA Simulation Results |
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Case: |
WCA2A_4 |
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Period: |
01/01/92 |
to |
10/31/99 |
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Case: |
WCA2A South of S10's - First 4
Km; Calibrated to 1993-1999 Data |
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Input Series |
S10ACD_4 |
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Tanks in Series |
3.0 |
Surface Area (km2) |
42.0000 |
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Simulation Period |
10/01/78 |
thru |
10/31/99 |
Mean Water
Load (cm/d) |
5.1 |
Bypass Volume |
0.0% |
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Output Period |
01/01/92 |
thru |
10/31/99 |
Max Water Load
(cm/d) |
64.7 |
Mean Depth (cm) |
41 |
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Startup Interval (days) |
4840 |
Iterations |
1 |
Inflow Conc (ppb) |
72.7 |
Max Depth (cm) |
112 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
1252 |
Freq Depth
< 5 cm |
6.9% |
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Parameter Set: |
EMERG |
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Outflow
FWM Conc (ppb) |
44.0 |
Load Reduction |
40% |
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K (m/yr) |
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15.70 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
44.0 |
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) |
103.4 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
1.5 |
Outflow Geo.
Mean (ppb) |
68.3 |
Storage Turnover (1/yr) |
2.9 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
52.3 |
Mean Stored P (mg/m2) |
1955 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
9.9 |
Storage Inc/Net
Removal |
-4% |
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Mass B Error |
0.2% |
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Knet-NCSTR (m/yr) |
10.8 |
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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408 |
40.9 |
40.8 |
0.1 |
0% |
51% |
43% |
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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) |
110 |
49.2 |
42.3 |
7.0 |
16% |
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Geometric Mean
Conc (ppb) |
110 |
49.5 |
51.8 |
-2.3 |
-5% |
62% |
7% |
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Mean Conc (ppb) |
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110 |
63.7 |
54.9 |
8.8 |
16% |
91% |
10% |
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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) |
119 |
2.81 |
2.41 |
0.40 |
16% |
209% |
46% |
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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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