DMSTA Simulation Results |
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Case: |
WCA2A_MID |
Period: |
01/01/93 |
to |
10/31/99 |
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Case: |
WCA2A South of S10x - 4 to 8 km -
Calibrated to 1993-1999 |
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Input Series |
S10ACD_48 |
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Tanks in Series |
3.0 |
Surface Area (km2) |
36.8000 |
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Simulation Period |
10/01/78 |
thru |
10/31/99 |
Mean Water
Load (cm/d) |
5.9 |
Bypass Volume |
0.0% |
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Output Period |
01/01/93 |
thru |
10/31/99 |
Max Water Load
(cm/d) |
66.7 |
Mean Depth (cm) |
44 |
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Startup Interval (days) |
5206 |
Iterations |
1 |
Inflow Conc (ppb) |
38.2 |
Max Depth (cm) |
111 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
760 |
Freq Depth
< 5 cm |
3.6% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
16.0 |
Load Reduction |
58% |
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K (m/yr) |
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36.49 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
16.0 |
Time Freq
Conc > 10 ppb |
86% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
88.7 |
Vol Freq Conc
> 10 ppb |
92% |
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C0 (ppb) |
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2.0 |
Qout Intercept |
1.5 |
Outflow Geo.
Mean (ppb) |
18.2 |
Storage Turnover (1/yr) |
6.2 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
18.2 |
Mean Stored P (mg/m2) |
628 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
19.3 |
Storage Inc/Net
Removal |
4% |
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Mass B Error |
0.2% |
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Knet-NCSTR (m/yr) |
22.6 |
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 |
43.5 |
-0.8 |
-2% |
42% |
54% |
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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) |
58 |
14.7 |
15.9 |
-1.2 |
-7% |
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Geometric Mean
Conc (ppb) |
58 |
15.8 |
16.4 |
-0.6 |
-4% |
56% |
0% |
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Mean Conc (ppb) |
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58 |
17.4 |
17.3 |
0.1 |
1% |
81% |
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) |
58 |
0.90 |
1.01 |
-0.11 |
-11% |
90% |
61% |
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![](wca2a_mid_files/dmsta_9163_image001.gif) ![](wca2a_mid_files/dmsta_9163_image002.gif)
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![](wca2a_mid_files/dmsta_9163_image007.gif) ![](wca2a_mid_files/dmsta_9163_image008.gif) ![](wca2a_mid_files/dmsta_9163_image009.gif) ![](wca2a_mid_files/dmsta_9163_image010.gif) ![](wca2a_mid_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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