DMSTA Simulation Results |
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Case: |
Buffer |
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Period: |
02/01/95 |
to |
02/28/99 |
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Case: |
ENRP Buffer Cell |
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Input Series |
Buffer |
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Tanks in Series |
1.0 |
Surface Area (km2) |
0.5400 |
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Simulation Period |
02/01/95 |
thru |
02/28/99 |
Mean Water
Load (cm/d) |
91.7 |
Bypass Volume |
0.0% |
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Output Period |
02/01/95 |
thru |
02/28/99 |
Max Water Load
(cm/d) |
312.7 |
Mean Depth (cm) |
61 |
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Startup Interval (days) |
486 |
Iterations |
1 |
Inflow Conc (ppb) |
91.6 |
Max Depth (cm) |
93 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
24660 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
EMERG |
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Outflow
FWM Conc (ppb) |
86.6 |
Load Reduction |
6% |
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K (m/yr) |
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15.70 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
86.6 |
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) |
117.3 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
2.0 |
Outflow Geo.
Mean (ppb) |
77.7 |
Storage Turnover (1/yr) |
5.3 |
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Zx (cm) |
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60 |
Qout Exponent |
3.5 |
Outflow
GM, Q>0 (ppb) |
77.7 |
Mean Stored P (mg/m2) |
3472 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
19.0 |
Storage Inc/Net
Removal |
42% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
19.6 |
Outfl. Seepage
(cm/d/cm) |
0.008 |
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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: |
06/01/96 |
thru |
02/28/99 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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143 |
54.7 |
58.6 |
-3.9 |
-7% |
18% |
30% |
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Flow (cm/day) |
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143 |
63.66 |
78.58 |
-14.91 |
-19% |
32% |
71% |
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Flow-Wtd-Mean Conc (ppb) |
143 |
67.1 |
83.6 |
-16.5 |
-20% |
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Geometric Mean
Conc (ppb) |
143 |
54.7 |
77.6 |
-22.9 |
-30% |
48% |
0% |
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Mean Conc (ppb) |
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143 |
59.6 |
79.8 |
-20.2 |
-25% |
45% |
0% |
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Outflow Load
(mg/m2-d) |
143 |
42.78 |
65.68 |
-22.90 |
-35% |
73% |
39% |
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Pred Q x Conc (mg/m2-d) |
143 |
52.74 |
65.68 |
-12.94 |
-20% |
40% |
82% |
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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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