DMSTA Simulation Results |
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Case: |
STA1W_All |
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Period: |
01/01/00 |
to |
02/28/03 |
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Case: |
Stormwater Treatment Area 1 West; Seepage calibrated to 7/99 - 6/01
water budget (abtew et al); seepage recycled within project - G302 Inflow does not have composite
sampling. |
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Input Series |
sta1w |
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Tanks in Series |
6.0 |
Surface Area (km2) |
27.0000 |
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Simulation Period |
08/01/94 |
thru |
02/28/03 |
Mean Water
Load (cm/d) |
3.6 |
Bypass Volume |
0.0% |
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Output Period |
01/01/00 |
thru |
02/28/03 |
Max Water Load
(cm/d) |
22.6 |
Mean Depth (cm) |
54 |
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Startup Interval (days) |
2526 |
Iterations |
1 |
Inflow Conc (ppb) |
153.7 |
Max Depth (cm) |
87 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
2917 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
40.0 |
Load Reduction |
75% |
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K (m/yr) |
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10.34 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
40.0 |
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) |
54.5 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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2.0 |
Qout Intercept |
2.0 |
Outflow Geo.
Mean (ppb) |
28.7 |
Storage Turnover (1/yr) |
7.8 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
28.7 |
Mean Stored P (mg/m2) |
2690 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
16.7 |
Storage Inc/Net
Removal |
58% |
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Mass B Error |
0.9% |
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Knet-NCSTR (m/yr) |
18.6 |
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: |
07/01/01 |
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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20 |
64.9 |
62.5 |
2.4 |
4% |
12% |
45% |
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Flow (cm/day) |
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20 |
6.24 |
4.99 |
1.25 |
25% |
30% |
85% |
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Flow-Wtd-Mean Conc (ppb) |
19 |
46.5 |
43.5 |
2.9 |
7% |
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Geometric Mean
Conc (ppb) |
19 |
38.0 |
35.5 |
2.5 |
7% |
28% |
57% |
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Mean Conc (ppb) |
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19 |
41.9 |
39.1 |
2.7 |
7% |
29% |
49% |
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Outflow Load
(mg/m2-d) |
20 |
2.90 |
2.17 |
0.73 |
34% |
46% |
72% |
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Pred Q x Conc (mg/m2-d) |
19 |
2.65 |
2.27 |
0.38 |
17% |
35% |
74% |
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![](sta1w_all_files/dmsta_9163_image001.gif) ![](sta1w_all_files/dmsta_9163_image002.gif)
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![](sta1w_all_files/dmsta_9163_image007.gif) ![](sta1w_all_files/dmsta_9163_image008.gif) ![](sta1w_all_files/dmsta_9163_image009.gif) ![](sta1w_all_files/dmsta_9163_image010.gif) ![](sta1w_all_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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