DMSTA Simulation Results |
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Case: |
Boney_Marsh |
Period: |
03/27/76 |
to |
12/31/85 |
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Case: |
Boney Marsh |
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Input Series |
boney |
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Tanks in Series |
6.0 |
Surface Area (km2) |
0.4859 |
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Simulation Period |
03/27/76 |
thru |
12/31/85 |
Mean Water
Load (cm/d) |
2.5 |
Bypass Volume |
0.0% |
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Output Period |
03/27/76 |
thru |
12/31/85 |
Max Water Load
(cm/d) |
13.3 |
Mean Depth (cm) |
47 |
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Startup Interval (days) |
2106 |
Iterations |
1 |
Inflow Conc (ppb) |
49.3 |
Max Depth (cm) |
100 |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
428 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
EMERG |
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Outflow
FWM Conc (ppb) |
17.9 |
Load Reduction |
65% |
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K (m/yr) |
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15.70 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
17.9 |
Time Freq
Conc > 10 ppb |
78% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
27.8 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
1.5 |
Outflow Geo.
Mean (ppb) |
18.4 |
Storage Turnover (1/yr) |
1.5 |
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Zx (cm) |
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60 |
Qout Exponent |
3.5 |
Outflow
GM, Q>0 (ppb) |
18.3 |
Mean Stored P (mg/m2) |
794 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
8.6 |
Storage Inc/Net
Removal |
20% |
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Mass B Error |
0.7% |
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Knet-NCSTR (m/yr) |
9.5 |
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: |
01/01/82 |
thru |
12/31/85 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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48 |
47.2 |
46.8 |
0.4 |
1% |
4% |
99% |
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Flow (cm/day) |
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48 |
2.07 |
1.95 |
0.12 |
6% |
19% |
71% |
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Flow-Wtd-Mean Conc (ppb) |
48 |
19.2 |
18.8 |
0.4 |
2% |
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Geometric Mean
Conc (ppb) |
48 |
19.1 |
19.2 |
-0.1 |
0% |
41% |
16% |
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Mean Conc (ppb) |
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48 |
21.9 |
19.8 |
2.1 |
10% |
46% |
26% |
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Outflow Load
(mg/m2-d) |
48 |
0.41 |
0.37 |
0.04 |
11% |
51% |
0% |
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Pred Q x Conc (mg/m2-d) |
48 |
0.37 |
0.37 |
0.01 |
2% |
40% |
25% |
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![](boney_marsh_files/dmsta_9163_image007.gif) ![](boney_marsh_files/dmsta_9163_image008.gif) ![](boney_marsh_files/dmsta_9163_image009.gif) ![](boney_marsh_files/dmsta_9163_image010.gif) ![](boney_marsh_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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06/07/02 |
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