DMSTA Simulation Results |
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Case: |
SAV_STC9B_T |
Period: |
06/15/00 |
to |
04/30/02 |
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Case: |
SAV South Test Cell 9 - Limerock
Berm installed spring 2000; sampled at outlet, below berm |
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Input Series |
STC9_O |
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Tanks in Series |
5.5 |
Surface Area (km2) |
0.0025 |
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Simulation Period |
06/15/00 |
thru |
04/30/02 |
Mean Water
Load (cm/d) |
5.6 |
Bypass Volume |
0.0% |
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Output Period |
06/15/00 |
thru |
04/30/02 |
Max Water Load
(cm/d) |
7.2 |
Mean Depth (cm) |
45 |
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Startup Interval (days) |
365 |
Iterations |
1 |
Inflow Conc (ppb) |
27.7 |
Max Depth (cm) |
55 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
856 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
NEWS |
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Outflow
FWM Conc (ppb) |
13.3 |
Load Reduction |
52% |
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K (m/yr) |
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128.70 |
Sm (mg/m2) |
400 |
Outflow C with Bypass |
13.3 |
Time Freq
Conc > 10 ppb |
79% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
80 |
95th Percentile
(ppb) |
17.6 |
Vol Freq Conc
> 10 ppb |
89% |
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C0 (ppb) |
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12.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
12.2 |
Storage Turnover (1/yr) |
1.7 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
12.4 |
Mean Stored P (mg/m2) |
252 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
15.2 |
Storage Inc/Net
Removal |
44% |
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Mass B Error |
-0.2% |
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Knet-NCSTR (m/yr) |
16.4 |
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: |
06/15/01 |
thru |
09/21/01 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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14 |
45.0 |
45.0 |
0.0 |
0% |
0% |
#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) |
14 |
15.8 |
16.2 |
-0.5 |
-3% |
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Geometric Mean
Conc (ppb) |
14 |
15.7 |
16.2 |
-0.5 |
-3% |
12% |
0% |
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Mean Conc (ppb) |
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14 |
15.8 |
16.2 |
-0.5 |
-3% |
12% |
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) |
14 |
1.06 |
1.10 |
-0.03 |
-3% |
13% |
31% |
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![](sav_stc9b_t_files/dmsta_9163_image007.gif) ![](sav_stc9b_t_files/dmsta_9163_image008.gif) ![](sav_stc9b_t_files/dmsta_9163_image009.gif) ![](sav_stc9b_t_files/dmsta_9163_image010.gif) ![](sav_stc9b_t_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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06/11/02 |
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