DMSTA Simulation Results |
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Case: |
S332B_Basin |
Period: |
04/01/00 |
to |
07/31/02 |
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Case: |
S332B Retention Area (west
portion); Using COE inflow volume data
<Dec 2000 and SFWMD inflows >= Dec 2000; Conc data suspect <= Nov 2000 for TP
< 16 ppb. Seepage rates from COE Pump Test May 2000; Depths from S332B
tailwater elevation; Measured outflow volumes from COE Draft Supplement to
GRR (July 2003) for periods of overflow (Table 8), <= Nov 2001 (no data
after that); simulation ended July 2002 when northern basin completed |
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Input Series |
S332B |
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Tanks in Series |
1.0 |
Surface Area (km2) |
0.5450 |
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Simulation Period |
01/01/00 |
thru |
07/31/02 |
Mean Water
Load (cm/d) |
38.3 |
Mean Depth (cm) |
8 |
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Output Period |
04/01/00 |
thru |
07/31/02 |
Max Water Load
(cm/d) |
279.3 |
Max Depth (cm) |
60 |
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Startup Interval (days) |
578 |
Iterations |
1 |
Inflow Conc (ppb) |
11.9 |
Freq Depth
< 5 cm |
49.6% |
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Avg Interval (days) |
1 |
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Inflow P Load
(mg/m2-yr) |
1211 |
Load Reduction |
75% |
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Parameter Set: |
PSTA_2 |
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Outflow
FWM Conc (ppb) |
19.6 |
Time Freq
Conc > 10 ppb |
2% |
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K (m/yr) |
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31.34 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
19.6 |
Vol Freq Conc
> 10 ppb |
42% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
17.9 |
Storage Turnover (1/yr) |
1.0 |
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C0 (ppb) |
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4.0 |
Qout Intercept |
10.0 |
Outflow Geo.
Mean (ppb) |
5.5 |
Mean Stored P (mg/m2) |
132 |
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Zx (cm) |
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0 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
7.7 |
Storage Inc/Net
Removal |
13% |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
-298.1 |
Outfl. Seepage
(cm/d/cm) |
0.8 |
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Mass B Error |
-0.1% |
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Knet-NCSTR (m/yr) |
-236.2 |
Seepage Loss |
84% |
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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: |
08/01/01 |
thru |
07/31/02 |
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Inflow P Conc
(ppb) = |
6 |
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Mean |
Mean |
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HLR (cm/d) = |
53.4 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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365 |
14.7 |
14.1 |
0.6 |
4% |
43% |
83% |
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Flow (cm/day) |
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365 |
4.49 |
8.40 |
-3.91 |
-47% |
350% |
45% |
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Flow-Wtd-Mean
Conc (ppb) |
16 |
5.5 |
7.3 |
-1.8 |
-25% |
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Geometric Mean Conc (ppb) |
16 |
5.3 |
6.5 |
-1.2 |
-18% |
56% |
0% |
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Mean Conc (ppb) |
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16 |
5.5 |
6.5 |
-2.0 |
-31% |
91% |
0% |
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Outflow Load (mg/m2-d) |
363 |
0.21 |
0.58 |
-0.37 |
-64% |
1057% |
0% |
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Pred Q x Conc
(mg/m2-d) |
16 |
7.16 |
10.33 |
-3.17 |
-31% |
112% |
0% |
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![](s332b_basin_files/dmsta_9163_image007.gif) ![](s332b_basin_files/dmsta_9163_image008.gif) ![](s332b_basin_files/dmsta_9163_image009.gif) ![](s332b_basin_files/dmsta_9163_image010.gif) ![](s332b_basin_files/dmsta_9163_image011.gif)
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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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07/05/04 |
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