DMSTA Simulation Results |
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Case: |
STAOpt_8N |
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Period: |
01/01/99 |
to |
10/31/01 |
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Case: |
STA Optimization test cells 08
North (Low HLR - Then Pulsed) |
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Input Series |
STAOpt08N |
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Tanks in Series |
6.0 |
Surface Area (km2) |
0.0022 |
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Simulation Period |
08/01/98 |
thru |
10/31/01 |
Mean Water
Load (cm/d) |
2.4 |
Bypass Volume |
0.0% |
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Output Period |
01/01/99 |
thru |
10/31/01 |
Max Water Load
(cm/d) |
5.9 |
Mean Depth (cm) |
70 |
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Startup Interval (days) |
823 |
Iterations |
1 |
Inflow Conc (ppb) |
70.1 |
Max Depth (cm) |
142 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
730 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
17.1 |
Load Reduction |
77% |
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K (m/yr) |
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22.59 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
17.1 |
Time Freq
Conc > 10 ppb |
63% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
22.7 |
Vol Freq Conc
> 10 ppb |
94% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
12.8 |
Storage Turnover (1/yr) |
2.6 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
14.3 |
Mean Stored P (mg/m2) |
883 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
10.8 |
Storage Inc/Net
Removal |
17% |
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Mass B Error |
-0.2% |
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Knet-NCSTR (m/yr) |
12.3 |
Outfl. Seepage
(cm/d/cm) |
0 |
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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: |
11/01/00 |
thru |
09/30/01 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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48 |
54.1 |
52.7 |
1.4 |
3% |
9% |
98% |
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Flow (cm/day) |
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0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
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Flow-Wtd-Mean Conc (ppb) |
45 |
17.9 |
17.8 |
0.1 |
1% |
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Geometric Mean
Conc (ppb) |
45 |
18.1 |
18.5 |
-0.4 |
-2% |
46% |
0% |
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Mean Conc (ppb) |
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45 |
19.2 |
18.8 |
0.4 |
2% |
48% |
0% |
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Outflow Load
(mg/m2-d) |
0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
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Pred Q x Conc (mg/m2-d) |
48 |
0.51 |
0.51 |
0.00 |
1% |
54% |
26% |
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![](staopt_8n_files/dmsta_9163_image007.gif) ![](staopt_8n_files/dmsta_9163_image008.gif) ![](staopt_8n_files/dmsta_9163_image009.gif) ![](staopt_8n_files/dmsta_9163_image010.gif) ![](staopt_8n_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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