DMSTA Simulation Results |
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Case: |
STA1W_ENR |
Period: |
01/01/96 |
to |
02/28/03 |
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Case: |
STA1W - ENR Portion; Seepage
recycle treated as external inflow |
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Input Series |
enr |
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Tanks in Series |
6.0 |
Surface Area (km2) |
13.7700 |
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Simulation Period |
08/01/94 |
thru |
02/28/03 |
Mean Water
Load (cm/d) |
4.2 |
Bypass Volume |
0.0% |
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Output Period |
01/01/96 |
thru |
02/28/03 |
Max Water Load
(cm/d) |
23.2 |
Mean Depth (cm) |
67 |
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Startup Interval (days) |
2161 |
Iterations |
1 |
Inflow Conc (ppb) |
124.1 |
Max Depth (cm) |
111 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
1868 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
30.7 |
Load Reduction |
79% |
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K (m/yr) |
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14.99 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
30.7 |
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) |
44.7 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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2.0 |
Qout Intercept |
0.6 |
Outflow Geo.
Mean (ppb) |
28.8 |
Storage Turnover (1/yr) |
10.4 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
28.8 |
Mean Stored P (mg/m2) |
2712 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
18.7 |
Storage Inc/Net
Removal |
27% |
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Mass B Error |
0.5% |
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Knet-NCSTR (m/yr) |
21.0 |
Outfl. Seepage
(cm/d/cm) |
0.012 |
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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 |
02/28/03 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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33 |
64.9 |
66.4 |
-1.4 |
-2% |
18% |
18% |
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Flow (cm/day) |
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33 |
3.08 |
3.45 |
-0.36 |
-11% |
36% |
84% |
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Flow-Wtd-Mean Conc (ppb) |
33 |
45.2 |
38.7 |
6.5 |
17% |
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Geometric Mean
Conc (ppb) |
33 |
35.8 |
37.3 |
-1.5 |
-4% |
34% |
30% |
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Mean Conc (ppb) |
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33 |
41.4 |
37.9 |
3.5 |
9% |
40% |
23% |
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Outflow Load
(mg/m2-d) |
33 |
1.39 |
1.33 |
0.06 |
5% |
61% |
73% |
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Pred Q x Conc (mg/m2-d) |
33 |
1.74 |
1.33 |
0.41 |
31% |
57% |
66% |
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![](sta1w_enr_files/dmsta_9163_image001.gif) ![](sta1w_enr_files/dmsta_9163_image002.gif)
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![](sta1w_enr_files/dmsta_9163_image007.gif) ![](sta1w_enr_files/dmsta_9163_image008.gif) ![](sta1w_enr_files/dmsta_9163_image009.gif) ![](sta1w_enr_files/dmsta_9163_image010.gif) ![](sta1w_enr_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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