DMSTA Simulation Results |
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Case: |
Istokpoga_CL |
Period: |
01/01/88 |
to |
09/30/00 |
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Case: |
Lake Istokpoga; inflow
concentrations before 1993 estimated by regression vs. flow & season;
directly measured after 1992 |
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Input Series |
istok_cl |
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Tanks in Series |
2.0 |
Surface Area (km2) |
110.0000 |
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Simulation Period |
01/01/88 |
thru |
09/30/00 |
Mean Water
Load (cm/d) |
1.2 |
Bypass Volume |
0.0% |
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Output Period |
01/01/88 |
thru |
09/30/00 |
Max Water Load
(cm/d) |
11.5 |
Mean Depth (cm) |
166 |
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Startup Interval (days) |
1827 |
Iterations |
1 |
Inflow Conc (ppb) |
14.4 |
Max Depth (cm) |
195 |
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Avg Interval (days) |
90 |
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Inflow P Load
(mg/m2-yr) |
46 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
EMERG |
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Outflow
FWM Conc (ppb) |
17.4 |
Load Reduction |
-14% |
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K (m/yr) |
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0.00 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
17.4 |
Time Freq
Conc > 10 ppb |
56% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
29.8 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
18.1 |
Storage Turnover (1/yr) |
0.0 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
17.6 |
Mean Stored P (mg/m2) |
2000 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
-0.2 |
Storage Inc/Net
Removal |
0% |
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Mass B Error |
-0.4% |
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Knet-NCSTR (m/yr) |
-0.2 |
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 |
09/30/00 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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31 |
167.5 |
166.5 |
1.0 |
1% |
1% |
98% |
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Flow (cm/day) |
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31 |
0.88 |
0.87 |
0.01 |
2% |
22% |
95% |
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Flow-Wtd-Mean Conc (ppb) |
30 |
17.4 |
15.1 |
2.3 |
15% |
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Geometric Mean
Conc (ppb) |
30 |
16.9 |
15.9 |
1.0 |
6% |
18% |
5% |
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Mean Conc (ppb) |
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30 |
17.1 |
16.0 |
1.1 |
7% |
21% |
5% |
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Outflow Load
(mg/m2-d) |
31 |
0.14 |
0.13 |
0.01 |
5% |
26% |
91% |
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Pred Q x Conc (mg/m2-d) |
30 |
0.16 |
0.13 |
0.02 |
15% |
28% |
90% |
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![](istokpoga_cl_files/dmsta_9163_image007.gif) ![](istokpoga_cl_files/dmsta_9163_image008.gif) ![](istokpoga_cl_files/dmsta_9163_image009.gif) ![](istokpoga_cl_files/dmsta_9163_image010.gif) ![](istokpoga_cl_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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07/09/02 |
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