DMSTA Simulation Results |
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Case: |
PSTA_FSC2 |
Period: |
07/01/01 |
to |
04/02/03 |
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Case: |
PSTA Field Scale Cell 2,
Limerock, Sinuous, Calib Aug 2002- |
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Input Series |
PSTA_FSC2 |
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Tanks in Series |
25.0 |
Surface Area (km2) |
0.0200 |
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Simulation Period |
09/06/00 |
thru |
04/02/03 |
Mean Water
Load (cm/d) |
11.6 |
Bypass Volume |
0.0% |
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Output Period |
07/01/01 |
thru |
04/02/03 |
Max Water Load
(cm/d) |
21.6 |
Mean Depth (cm) |
21 |
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Startup Interval (days) |
694 |
Iterations |
1 |
Inflow Conc (ppb) |
28.3 |
Max Depth (cm) |
36 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
1802 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
12.7 |
Load Reduction |
79% |
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K (m/yr) |
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35.37 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
12.7 |
Time Freq
Conc > 10 ppb |
41% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
19.2 |
Vol Freq Conc
> 10 ppb |
69% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
5.0 |
Outflow Geo.
Mean (ppb) |
8.5 |
Storage Turnover (1/yr) |
3.1 |
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Zx (cm) |
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0 |
Qout Exponent |
3.5 |
Outflow
GM, Q>0 (ppb) |
8.5 |
Mean Stored P (mg/m2) |
398 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
42.7 |
Storage Inc/Net
Removal |
53% |
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Mass B Error |
2.7% |
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Knet-NCSTR (m/yr) |
43.5 |
Outfl. Seepage
(cm/d/cm) |
0.13 |
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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: |
08/01/02 |
thru |
04/02/03 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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24 |
29.0 |
24.7 |
4.3 |
17% |
27% |
0% |
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Flow (cm/day) |
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24 |
7.42 |
6.36 |
1.06 |
17% |
47% |
4% |
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Flow-Wtd-Mean Conc (ppb) |
35 |
12.0 |
14.0 |
-2.0 |
-15% |
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Geometric Mean
Conc (ppb) |
35 |
12.2 |
10.9 |
1.2 |
11% |
55% |
0% |
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Mean Conc (ppb) |
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35 |
12.9 |
12.5 |
0.4 |
3% |
47% |
0% |
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Outflow Load
(mg/m2-d) |
24 |
0.89 |
0.92 |
-0.03 |
-3% |
71% |
0% |
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Pred Q x Conc (mg/m2-d) |
35 |
0.90 |
1.00 |
-0.11 |
-11% |
46% |
49% |
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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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