DMSTA Simulation Results |
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Case: |
HARNEY |
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Period: |
10/1/1990 |
to |
8/31/2003 |
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Case: |
Lake Harney; B&M data; et
rate questioned |
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Input Series |
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HARNEY |
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Tanks in Series |
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2.0 |
Surface Area (km2) |
29.9297 |
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Simulation Period |
10/02/85 |
thru |
08/31/03 |
Mean Water
Load (cm/d) |
18.0 |
Mean Depth (cm) |
289 |
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Output Period |
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10/01/90 |
thru |
08/31/03 |
Max Water Load
(cm/d) |
82.8 |
Max Depth (cm) |
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488 |
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Calib Period |
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10/01/91 |
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08/31/03 |
Inflow Conc (ppb) |
81.4 |
Freq Depth
< 5 cm |
0.0% |
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Startup Interval (days) |
2190 |
Iterations |
-5 |
Inflow P Load
(mg/m2-yr) |
5257 |
Load Reduction |
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1% |
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Avg Interval (days) |
30 |
Wtr Bal Error |
0.0% |
Outflow
FWM Conc (ppb) |
80.1 |
Conc Reduction |
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2% |
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Parameter Set: |
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none |
Mass B Error |
0.0% |
Outflow C with Bypass |
80.1 |
Time Freq
Conc > 10 ppb |
99% |
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K (m/yr) |
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1.628 |
Kd (m/yr) |
0 |
95th Percentile
(ppb) |
105.3 |
K - SS, C*=4
ppb (m/yr) |
1.6 |
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C1
(ppb) |
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150.0 |
Weir Depth (cm) |
190 |
Outflow Geo.
Mean (ppb) |
73.5 |
Storage Turnover (1/yr) |
4.9 |
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C0 (ppb) |
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4.0 |
Cont Depth (cm) |
0 |
Outflow
GM, Q>0 (ppb) |
73.5 |
Mean Stored P (mg/m2) |
503 |
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C2 (ppb) |
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0 |
Qout Intercept |
1.0 |
Seepage Loss |
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0% |
Storage Inc/Net
Removal |
3% |
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Zx (cm) |
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40 |
Qout Exponent |
1.5 |
HRT (days) |
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16.3 |
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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10/01/91 |
thru |
08/31/03 |
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Mean |
Mean |
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Inflow P Conc
(ppb) = |
78 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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134 |
279.1 |
287.0 |
-7.9 |
-3% |
6% |
95% |
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Flow (cm/day) |
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145 |
17.43 |
17.50 |
-0.07 |
0% |
4% |
100% |
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Flow-Wtd-Mean
Conc (ppb) |
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145 |
84.3 |
76.9 |
7.3 |
10% |
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Geometric Mean Conc (ppb) |
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145 |
77.7 |
73.8 |
3.9 |
5% |
22% |
22% |
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Mean Conc (ppb) |
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145 |
80.6 |
75.9 |
4.5 |
6% |
24% |
32% |
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Outflow Load (mg/m2-d) |
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145 |
14.69 |
13.46 |
1.23 |
9% |
32% |
91% |
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Pred Q x Conc
(mg/m2-d) |
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145 |
14.75 |
13.46 |
1.29 |
10% |
32% |
91% |
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Conc Reduction (%) |
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145 |
-8% |
1% |
-0.09 |
-9% |
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![](harney_files/dmsta_9163_image001.gif) ![](harney_files/dmsta_9163_image002.gif) ![](harney_files/dmsta_9163_image003.gif) ![](harney_files/dmsta_9163_image004.gif) ![](harney_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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