DMSTA Simulation Results |
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Case: |
Titusville_0002 |
Period: |
01/01/97 |
to |
04/22/03 |
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Case: |
Treatment wetland; 3 cells in series: shallow marsh - pond - deep marsh;calib to
2000-2002 |
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Input Series |
titusville |
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Tanks in Series |
6.0 |
Surface Area (km2) |
0.4442 |
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Simulation Period |
01/01/92 |
thru |
04/22/03 |
Mean Water
Load (cm/d) |
2.2 |
Mean Depth (cm) |
90 |
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Output Period |
01/01/97 |
thru |
04/22/03 |
Max Water Load
(cm/d) |
10.6 |
Max Depth (cm) |
90 |
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Startup Interval (days) |
3074 |
Iterations |
1 |
Inflow Conc (ppb) |
276.2 |
Freq Depth
< 5 cm |
0.0% |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
1345 |
Load Reduction |
89% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
30.3 |
Time Freq
Conc > 10 ppb |
90% |
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K (m/yr) |
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22.83 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
30.3 |
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) |
34.5 |
Storage Turnover (1/yr) |
13.5 |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
28.0 |
Mean Stored P (mg/m2) |
4800 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
28.4 |
Storage Inc/Net
Removal |
-15% |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
15.2 |
Outfl. Seepage
(cm/d/cm) |
0 |
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Mass B Error |
-0.2% |
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Knet-NCSTR (m/yr) |
18.3 |
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: |
06/01/00 |
thru |
04/22/03 |
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Inflow P Conc (ppb) = |
209 |
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Mean |
Mean |
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HLR (cm/d) = |
1.8 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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35 |
91.5 |
90.0 |
1.5 |
2% |
2% |
#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) |
35 |
34.2 |
29.6 |
4.6 |
16% |
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Geometric Mean
Conc (ppb) |
35 |
27.0 |
28.5 |
-1.6 |
-5% |
58% |
1% |
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Mean Conc (ppb) |
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35 |
34.1 |
28.9 |
5.2 |
18% |
59% |
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) |
35 |
0.61 |
0.53 |
0.08 |
16% |
66% |
33% |
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![](titusville_0002_files/dmsta_9163_image007.gif) ![](titusville_0002_files/dmsta_9163_image008.gif) ![](titusville_0002_files/dmsta_9163_image009.gif) ![](titusville_0002_files/dmsta_9163_image010.gif) ![](titusville_0002_files/dmsta_9163_image011.gif) ![](titusville_0002_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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