DMSTA Simulation Results |
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Case: |
Cell-1 |
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Period: |
02/01/95 |
to |
02/28/99 |
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Case: |
ENRP Cell
1 |
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Input Series |
Cell1_f |
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Tanks in Series |
3.0 |
Surface Area (km2) |
4.6810 |
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Simulation Period |
02/01/95 |
thru |
02/28/99 |
Mean Water
Load (cm/d) |
4.4 |
Bypass Volume |
0.0% |
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Output Period |
02/01/95 |
thru |
02/28/99 |
Max Water Load
(cm/d) |
23.0 |
Mean Depth (cm) |
69 |
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Startup Interval (days) |
486 |
Iterations |
1 |
Inflow Conc (ppb) |
73.5 |
Max Depth (cm) |
99 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
550 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
39.5 |
Load Reduction |
46% |
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K (m/yr) |
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5.79 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
39.5 |
Time Freq
Conc > 10 ppb |
94% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
55.9 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
30.6 |
Storage Turnover (1/yr) |
1.0 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
31.0 |
Mean Stored P (mg/m2) |
1290 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
7.9 |
Storage Inc/Net
Removal |
67% |
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Mass B Error |
0.3% |
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Knet-NCSTR (m/yr) |
8.7 |
Outfl. Seepage
(cm/d/cm) |
0.008 |
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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: |
06/01/96 |
thru |
02/28/99 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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143 |
67.9 |
67.7 |
0.2 |
0% |
1% |
100% |
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Flow (cm/day) |
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143 |
2.83 |
2.55 |
0.28 |
11% |
29% |
82% |
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Flow-Wtd-Mean Conc (ppb) |
142 |
35.7 |
31.6 |
4.0 |
13% |
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Geometric Mean
Conc (ppb) |
142 |
36.0 |
27.7 |
8.2 |
30% |
54% |
0% |
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Mean Conc (ppb) |
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142 |
38.7 |
28.3 |
10.4 |
37% |
55% |
0% |
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Outflow Load
(mg/m2-d) |
143 |
0.98 |
0.81 |
0.17 |
20% |
70% |
0% |
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Pred Q x Conc (mg/m2-d) |
143 |
0.92 |
0.81 |
0.10 |
13% |
68% |
15% |
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![](cell-1_files/dmsta_9163_image007.gif) ![](cell-1_files/dmsta_9163_image008.gif) ![](cell-1_files/dmsta_9163_image009.gif) ![](cell-1_files/dmsta_9163_image010.gif) ![](cell-1_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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06/07/02 |
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