DMSTA Simulation Results |
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Case: |
OKEE_O_8299 |
Period: |
1/1/1980 |
to |
12/31/1999 |
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Case: |
calib to 1982-1999; based on
monitored outlet (data incomplete < 1982) |
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Input Series |
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OKEE_OUT |
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Tanks in Series |
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1.0 |
Surface Area (km2) |
1732.0000 |
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Simulation Period |
11/03/67 |
thru |
12/31/99 |
Mean Water
Load (cm/d) |
0.7 |
Mean Depth (cm) |
268 |
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Output Period |
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01/01/80 |
thru |
12/31/99 |
Max Water Load
(cm/d) |
2.0 |
Max Depth (cm) |
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363 |
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Calib Period |
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01/01/82 |
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12/31/99 |
Inflow Conc (ppb) |
177.9 |
Freq Depth
< 5 cm |
0.0% |
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Startup Interval (days) |
5173 |
Iterations |
-5 |
Inflow P Load
(mg/m2-yr) |
256 |
Load Reduction |
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59% |
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Avg Interval (days) |
90 |
Wtr Bal Error |
0.0% |
Outflow
FWM Conc (ppb) |
103.8 |
Conc Reduction |
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42% |
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Parameter Set: |
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none |
Mass B Error |
-0.2% |
Outflow C with Bypass |
103.8 |
Time Freq
Conc > 10 ppb |
39% |
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K (m/yr) |
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1.779 |
Kd (m/yr) |
0 |
95th Percentile
(ppb) |
123.9 |
K - SS, C*=4
ppb (m/yr) |
1.7 |
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C1
(ppb) |
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150.0 |
Weir Depth (cm) |
0 |
Outflow Geo.
Mean (ppb) |
104.3 |
Storage Turnover (1/yr) |
6.9 |
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C0 (ppb) |
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4.0 |
Cont Depth (cm) |
0 |
Outflow
GM, Q>0 (ppb) |
102.8 |
Mean Stored P (mg/m2) |
693 |
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C2 (ppb) |
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0 |
Qout Intercept |
0.0 |
Seepage Loss |
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0% |
Storage Inc/Net
Removal |
-4% |
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Zx (cm) |
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40 |
Qout Exponent |
0.0 |
HRT (days) |
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974.3 |
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: |
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01/01/82 |
thru |
12/31/99 |
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Mean |
Mean |
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Inflow P Conc
(ppb) = |
175 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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73 |
273.0 |
269.8 |
3.2 |
1% |
2% |
98% |
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Flow (cm/day) |
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73 |
0.29 |
0.29 |
-0.01 |
-3% |
49% |
79% |
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Flow-Wtd-Mean
Conc (ppb) |
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73 |
108.2 |
103.1 |
5.0 |
5% |
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Geometric Mean Conc (ppb) |
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73 |
103.7 |
103.1 |
0.6 |
1% |
28% |
4% |
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Mean Conc (ppb) |
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73 |
106.9 |
103.9 |
4.3 |
4% |
32% |
5% |
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Outflow Load (mg/m2-d) |
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73 |
0.29 |
0.30 |
-0.01 |
-4% |
61% |
72% |
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Pred Q x Conc
(mg/m2-d) |
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73 |
0.32 |
0.30 |
0.01 |
5% |
36% |
87% |
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Conc Reduction (%) |
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73 |
38% |
41% |
-0.03 |
-3% |
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![](okee_o_8299_files/dmsta_9163_image001.gif) ![](okee_o_8299_files/dmsta_9163_image002.gif) ![](okee_o_8299_files/dmsta_9163_image003.gif) ![](okee_o_8299_files/dmsta_9163_image004.gif) ![](okee_o_8299_files/dmsta_9163_image005.gif)
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Obs Load2 = Predicted
Flow x Observed Conc |
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Green
lines on x axis of concentration plots indicate model calibration
period. Statistics at top of sheet are
for entire output period. |
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03/02/05 |
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