DMSTA Simulation Results |
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Case: |
STA2_C1 |
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Period: |
11/01/00 |
to |
09/30/02 |
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Case: |
STA2 - Cell 1 - Formerly Browns
Farm |
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Input Series |
cell1 |
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Tanks in Series |
3.0 |
Surface Area (km2) |
8.0574 |
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Simulation Period |
11/01/00 |
thru |
09/30/02 |
Mean Water
Load (cm/d) |
1.8 |
Bypass Volume |
0.0% |
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Output Period |
11/01/00 |
thru |
09/30/02 |
Max Water Load
(cm/d) |
27.0 |
Mean Depth (cm) |
24 |
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Startup Interval (days) |
304 |
Iterations |
1 |
Inflow Conc (ppb) |
65.9 |
Max Depth (cm) |
101 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
541 |
Freq Depth
< 5 cm |
53.8% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
12.9 |
Load Reduction |
89% |
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K (m/yr) |
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41.35 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
12.9 |
Time Freq
Conc > 10 ppb |
77% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
290.4 |
Vol Freq Conc
> 10 ppb |
68% |
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C0 (ppb) |
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2.0 |
Qout Intercept |
1.0 |
Outflow Geo.
Mean (ppb) |
35.8 |
Storage Turnover (1/yr) |
4.9 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
27.8 |
Mean Stored P (mg/m2) |
432 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
12.6 |
Storage Inc/Net
Removal |
-24% |
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Mass B Error |
0.3% |
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Knet-NCSTR (m/yr) |
17.0 |
Outfl. Seepage
(cm/d/cm) |
0.03 |
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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: |
09/01/01 |
thru |
09/30/02 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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13 |
7.8 |
24.4 |
-16.6 |
-68% |
338% |
0% |
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Flow (cm/day) |
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13 |
0.38 |
1.28 |
-0.89 |
-70% |
449% |
0% |
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Flow-Wtd-Mean Conc (ppb) |
3 |
14.1 |
13.2 |
0.9 |
7% |
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Geometric Mean
Conc (ppb) |
3 |
13.4 |
10.3 |
3.1 |
30% |
31% |
0% |
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Mean Conc (ppb) |
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3 |
12.8 |
13.2 |
-0.3 |
-2% |
23% |
0% |
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Outflow Load
(mg/m2-d) |
13 |
0.05 |
0.17 |
-0.11 |
-68% |
435% |
0% |
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Pred Q x Conc (mg/m2-d) |
3 |
0.91 |
0.69 |
0.22 |
32% |
26% |
0% |
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![](sta2_c1_files/dmsta_9163_image001.gif) ![](sta2_c1_files/dmsta_9163_image002.gif)
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![](sta2_c1_files/dmsta_9163_image007.gif) ![](sta2_c1_files/dmsta_9163_image008.gif) ![](sta2_c1_files/dmsta_9163_image009.gif) ![](sta2_c1_files/dmsta_9163_image010.gif) ![](sta2_c1_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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05/04/03 |
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