DMSTA Simulation Results |
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Case: |
STA5_All |
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Period: |
06/01/99 |
to |
12/31/02 |
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Case: |
STA5 Cells 1 & 2; Excludes
temporary pump flows during startup; calibrated to Oct 99 - April 01 water
balance (huebner) |
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Input Series |
STA5 |
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Tanks in Series |
6.0 |
Surface Area (km2) |
16.6400 |
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Simulation Period |
06/01/99 |
thru |
12/31/02 |
Mean Water
Load (cm/d) |
3.4 |
Bypass Volume |
0.0% |
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Output Period |
06/01/99 |
thru |
12/31/02 |
Max Water Load
(cm/d) |
14.7 |
Mean Depth (cm) |
49 |
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Startup Interval (days) |
761 |
Iterations |
1 |
Inflow Conc (ppb) |
201.5 |
Max Depth (cm) |
82 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
3945 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
96.8 |
Load Reduction |
52% |
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K (m/yr) |
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2.09 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
96.8 |
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) |
144.9 |
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) |
43.7 |
Storage Turnover (1/yr) |
1.7 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
43.7 |
Mean Stored P (mg/m2) |
1028 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
6.8 |
Storage Inc/Net
Removal |
95% |
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Mass B Error |
0.4% |
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Knet-NCSTR (m/yr) |
7.1 |
Outfl. Seepage
(cm/d/cm) |
0.015 |
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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 |
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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18 |
46.8 |
58.1 |
-11.3 |
-19% |
47% |
0% |
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Flow (cm/day) |
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18 |
3.54 |
5.03 |
-1.49 |
-30% |
51% |
71% |
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Flow-Wtd-Mean Conc (ppb) |
18 |
107.3 |
101.3 |
6.0 |
6% |
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Geometric Mean
Conc (ppb) |
18 |
59.4 |
64.5 |
-5.1 |
-8% |
37% |
65% |
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Mean Conc (ppb) |
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18 |
77.0 |
75.7 |
1.4 |
2% |
37% |
60% |
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Outflow Load
(mg/m2-d) |
18 |
3.80 |
5.10 |
-1.30 |
-25% |
72% |
66% |
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Pred Q x Conc (mg/m2-d) |
18 |
5.09 |
5.10 |
-0.01 |
0% |
41% |
86% |
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![](sta5_all_files/dmsta_9163_image001.gif) ![](sta5_all_files/dmsta_9163_image002.gif)
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![](sta5_all_files/dmsta_9163_image007.gif) ![](sta5_all_files/dmsta_9163_image008.gif) ![](sta5_all_files/dmsta_9163_image009.gif) ![](sta5_all_files/dmsta_9163_image010.gif) ![](sta5_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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