DMSTA Simulation Results |
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Case: |
Harney |
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Period: |
10/01/81 |
to |
12/31/98 |
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Case: |
lake/reservoir with 2 tributary
arms; P data monthly; gap in inflow conc time series 1985-1989; 5-yr
initialization; short HRT & high water load |
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Input Series |
Harney |
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Tanks in Series |
2.0 |
Surface Area (km2) |
24.5200 |
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Simulation Period |
07/01/77 |
thru |
12/31/98 |
Mean Water
Load (cm/d) |
20.1 |
Mean Depth (cm) |
171 |
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Output Period |
10/01/81 |
thru |
12/31/98 |
Max Water Load
(cm/d) |
98.6 |
Max Depth (cm) |
520 |
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Startup Interval (days) |
4475 |
Iterations |
1 |
Inflow Conc (ppb) |
66.0 |
Freq Depth
< 5 cm |
0.0% |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
4047 |
Load Reduction |
4% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
63.3 |
Time Freq
Conc > 10 ppb |
100% |
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K (m/yr) |
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5.27 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
63.3 |
Vol Freq Conc
> 10 ppb |
100% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
103.8 |
Storage Turnover (1/yr) |
1.7 |
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C0 (ppb) |
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4.0 |
Qout Intercept |
1.2 |
Outflow Geo.
Mean (ppb) |
60.4 |
Mean Stored P (mg/m2) |
3497 |
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Zx (cm) |
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60 |
Qout Exponent |
1.0 |
Outflow
GM, Q>0 (ppb) |
60.4 |
Storage Inc/Net
Removal |
-40% |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
3.6 |
Outfl. Seepage
(cm/d/cm) |
0 |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
3.6 |
Seepage Loss |
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: |
10/01/89 |
thru |
12/31/98 |
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Inflow P Conc (ppb) = |
50 |
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Mean |
Mean |
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HLR (cm/d) = |
22.1 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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113 |
201.1 |
179.2 |
21.9 |
12% |
19% |
59% |
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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) |
113 |
50.7 |
48.0 |
2.7 |
6% |
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Geometric Mean
Conc (ppb) |
113 |
49.2 |
47.4 |
1.9 |
4% |
28% |
38% |
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Mean Conc (ppb) |
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113 |
52.4 |
49.2 |
3.2 |
6% |
31% |
19% |
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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) |
113 |
11.21 |
10.61 |
0.59 |
6% |
29% |
89% |
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![](harney_files/dmsta_9163_image007.gif) ![](harney_files/dmsta_9163_image008.gif) ![](harney_files/dmsta_9163_image009.gif) ![](harney_files/dmsta_9163_image010.gif) ![](harney_files/dmsta_9163_image011.gif) ![](harney_files/dmsta_9163_image012.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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10/29/03 |
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