DMSTA Simulation Results |
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Case: |
WCA2A_N |
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Period: |
01/01/93 |
to |
10/31/99 |
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Case: |
WCA2A South of S10x - 0 to 4 km -
Calibrated to 1993-1999 |
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Input Series |
S10ACD_4 |
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Tanks in Series |
3.0 |
Surface Area (km2) |
42.0000 |
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Simulation Period |
10/01/78 |
thru |
10/31/99 |
Mean Water
Load (cm/d) |
5.2 |
Bypass Volume |
0.0% |
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Output Period |
01/01/93 |
thru |
10/31/99 |
Max Water Load
(cm/d) |
64.7 |
Mean Depth (cm) |
42 |
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Startup Interval (days) |
5206 |
Iterations |
1 |
Inflow Conc (ppb) |
71.7 |
Max Depth (cm) |
112 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
1257 |
Freq Depth
< 5 cm |
3.6% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
39.5 |
Load Reduction |
45% |
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K (m/yr) |
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16.85 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
39.5 |
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) |
475.5 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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2.0 |
Qout Intercept |
1.5 |
Outflow Geo.
Mean (ppb) |
65.5 |
Storage Turnover (1/yr) |
7.0 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
65.5 |
Mean Stored P (mg/m2) |
1847 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
11.8 |
Storage Inc/Net
Removal |
-4% |
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Mass B Error |
0.2% |
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Knet-NCSTR (m/yr) |
13.1 |
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: |
01/01/93 |
thru |
10/31/99 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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83 |
42.7 |
41.5 |
1.2 |
3% |
46% |
46% |
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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) |
63 |
51.7 |
39.4 |
12.3 |
31% |
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Geometric Mean
Conc (ppb) |
63 |
52.3 |
61.4 |
-9.1 |
-15% |
65% |
5% |
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Mean Conc (ppb) |
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63 |
69.6 |
65.8 |
3.9 |
6% |
87% |
12% |
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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) |
63 |
2.60 |
2.02 |
0.57 |
28% |
156% |
46% |
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![](wca2a_n_files/dmsta_9163_image001.gif) ![](wca2a_n_files/dmsta_9163_image002.gif)
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![](wca2a_n_files/dmsta_9163_image007.gif) ![](wca2a_n_files/dmsta_9163_image008.gif) ![](wca2a_n_files/dmsta_9163_image009.gif) ![](wca2a_n_files/dmsta_9163_image010.gif) ![](wca2a_n_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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