DMSTA Simulation Results |
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Case: |
HELLNBLAZES |
Period: |
3/1/1996 |
to |
9/30/1999 |
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Case: |
sparse
inflow conc prior to 3/1996; high water load & short HRT (1 day) |
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Input Series |
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HELLNBLAZES |
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Tanks in Series |
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2.0 |
Surface Area (km2) |
1.5400 |
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Simulation Period |
01/02/90 |
thru |
09/30/99 |
Mean Water
Load (cm/d) |
116.5 |
Mean Depth (cm) |
145 |
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Output Period |
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03/01/96 |
thru |
09/30/99 |
Max Water Load
(cm/d) |
589.4 |
Max Depth (cm) |
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272 |
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Calib Period |
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01/01/97 |
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09/30/99 |
Inflow Conc (ppb) |
159.9 |
Freq Depth
< 5 cm |
0.0% |
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Startup Interval (days) |
2556 |
Iterations |
-5 |
Inflow P Load
(mg/m2-yr) |
67812 |
Load Reduction |
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0% |
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Avg Interval (days) |
30 |
Wtr Bal Error |
0.0% |
Outflow
FWM Conc (ppb) |
159.8 |
Conc Reduction |
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0% |
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Parameter Set: |
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none |
Mass B Error |
0.0% |
Outflow C with Bypass |
159.8 |
Time Freq
Conc > 10 ppb |
99% |
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K (m/yr) |
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0.396 |
Kd (m/yr) |
0 |
95th Percentile
(ppb) |
349.9 |
K - SS, C*=4
ppb (m/yr) |
0.7 |
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C1
(ppb) |
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150.0 |
Weir Depth (cm) |
0 |
Outflow Geo.
Mean (ppb) |
175.8 |
Storage Turnover (1/yr) |
2.9 |
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C0 (ppb) |
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4.0 |
Cont Depth (cm) |
100 |
Outflow
GM, Q>0 (ppb) |
174.8 |
Mean Stored P (mg/m2) |
1274 |
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C2 (ppb) |
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0 |
Qout Intercept |
0.9 |
Seepage Loss |
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0% |
Storage Inc/Net
Removal |
44% |
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Zx (cm) |
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40 |
Qout Exponent |
3.0 |
HRT (days) |
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1.2 |
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: |
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01/01/97 |
thru |
09/30/99 |
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Mean |
Mean |
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Inflow P Conc
(ppb) = |
158 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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33 |
143.7 |
144.8 |
-1.1 |
-1% |
6% |
96% |
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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) |
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33 |
143.7 |
157.5 |
-13.8 |
-9% |
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Geometric Mean Conc (ppb) |
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33 |
168.7 |
182.0 |
-13.3 |
-7% |
24% |
73% |
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Mean Conc (ppb) |
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33 |
187.5 |
200.4 |
-12.9 |
-6% |
24% |
78% |
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Outflow Load (mg/m2-d) |
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0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
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Pred Q x Conc
(mg/m2-d) |
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33 |
176.48 |
193.43 |
-16.95 |
-9% |
40% |
82% |
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Conc Reduction (%) |
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33 |
9% |
0% |
0.09 |
9% |
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![](hellnblazes_files/dmsta_9163_image001.gif) ![](hellnblazes_files/dmsta_9163_image002.gif) ![](hellnblazes_files/dmsta_9163_image003.gif) ![](hellnblazes_files/dmsta_9163_image004.gif) ![](hellnblazes_files/dmsta_9163_image005.gif)
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Obs Load2 = Predicted
Flow x Observed Conc |
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Green
lines on x axis of concentration plots indicate model calibration
period. Statistics at top of sheet are
for entire output period. |
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03/02/05 |
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