DMSTA Simulation Results |
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Case: |
IronBridge |
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Period: |
01/01/90 |
to |
12/31/98 |
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Case: |
Iron Bridge - Outlet Station =
average of MM7 & MM8 |
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Input Series |
IB_MM78 |
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Tanks in Series |
6.0 |
Surface Area (km2) |
3.1100 |
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Simulation Period |
01/01/90 |
thru |
12/31/98 |
Mean Water
Load (cm/d) |
2.0 |
Bypass Volume |
0.0% |
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Output Period |
01/01/90 |
thru |
12/31/98 |
Max Water Load
(cm/d) |
2.5 |
Mean Depth (cm) |
51 |
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Startup Interval (days) |
1461 |
Iterations |
1 |
Inflow Conc (ppb) |
201.2 |
Max Depth (cm) |
64 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
988 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
37.3 |
Load Reduction |
82% |
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K (m/yr) |
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16.02 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
37.3 |
Time Freq
Conc > 10 ppb |
100% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
50.0 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.4 |
Outflow Geo.
Mean (ppb) |
37.5 |
Storage Turnover (1/yr) |
6.2 |
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Zx (cm) |
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60 |
Qout Exponent |
3.5 |
Outflow
GM, Q>0 (ppb) |
37.5 |
Mean Stored P (mg/m2) |
3491 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
10.3 |
Storage Inc/Net
Removal |
3% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
12.0 |
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: |
01/01/94 |
thru |
12/31/98 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
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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 |
38.5 |
35.3 |
3.3 |
9% |
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Geometric Mean
Conc (ppb) |
58 |
35.1 |
35.4 |
-0.3 |
-1% |
41% |
2% |
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Mean Conc (ppb) |
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58 |
38.7 |
35.3 |
3.4 |
10% |
39% |
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 |
0.69 |
0.63 |
0.06 |
9% |
37% |
11% |
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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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06/07/02 |
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