DMSTA Simulation Results |
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Case: |
STA6_C5 |
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Period: |
09/01/97 |
to |
12/31/02 |
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Case: |
Cell 5 of STA 6; Assumed ~ 60% of total inflow; monitored separately after June 2000. |
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Input Series |
STA6_C5 |
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Tanks in Series |
3.0 |
Surface Area (km2) |
2.5306 |
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Simulation Period |
09/01/97 |
thru |
12/31/02 |
Mean Water
Load (cm/d) |
4.2 |
Bypass Volume |
0.0% |
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Output Period |
09/01/97 |
thru |
12/31/02 |
Max Water Load
(cm/d) |
26.9 |
Mean Depth (cm) |
42 |
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Startup Interval (days) |
1034 |
Iterations |
1 |
Inflow Conc (ppb) |
78.1 |
Max Depth (cm) |
86 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
1359 |
Freq Depth
< 5 cm |
13.3% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
19.3 |
Load Reduction |
83% |
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K (m/yr) |
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25.82 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
19.3 |
Time Freq
Conc > 10 ppb |
100% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
567.8 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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2.0 |
Qout Intercept |
0.9 |
Outflow Geo.
Mean (ppb) |
32.0 |
Storage Turnover (1/yr) |
8.2 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
32.0 |
Mean Stored P (mg/m2) |
1112 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
23.2 |
Storage Inc/Net
Removal |
24% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
29.7 |
Outfl. Seepage
(cm/d/cm) |
0.02 |
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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: |
07/01/00 |
thru |
12/31/02 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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30 |
43.5 |
45.9 |
-2.4 |
-5% |
16% |
91% |
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Flow (cm/day) |
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30 |
2.47 |
2.49 |
-0.02 |
-1% |
36% |
92% |
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Flow-Wtd-Mean Conc (ppb) |
24 |
22.3 |
22.2 |
0.1 |
0% |
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Geometric Mean
Conc (ppb) |
24 |
19.8 |
19.4 |
0.5 |
2% |
47% |
0% |
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Mean Conc (ppb) |
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24 |
22.9 |
20.3 |
2.6 |
13% |
62% |
0% |
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Outflow Load
(mg/m2-d) |
30 |
0.55 |
0.55 |
0.00 |
0% |
96% |
49% |
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Pred Q x Conc (mg/m2-d) |
24 |
0.88 |
0.69 |
0.19 |
27% |
86% |
0% |
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![](sta6_c5_files/dmsta_9163_image001.gif) ![](sta6_c5_files/dmsta_9163_image002.gif)
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![](sta6_c5_files/dmsta_9163_image007.gif) ![](sta6_c5_files/dmsta_9163_image008.gif) ![](sta6_c5_files/dmsta_9163_image009.gif) ![](sta6_c5_files/dmsta_9163_image010.gif) ![](sta6_c5_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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