DMSTA Simulation Results |
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Case: |
SAV_NTC15A |
Period: |
09/01/99 |
to |
09/15/01 |
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Case: |
SAV North Test Cell 15 - Limerock
Berm installed spring 2000; sampled above berm |
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Input Series |
NTC15A_O |
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Tanks in Series |
1.9 |
Surface Area (km2) |
0.0024 |
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Simulation Period |
09/01/99 |
thru |
09/15/01 |
Mean Water
Load (cm/d) |
9.9 |
Bypass Volume |
0.0% |
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Output Period |
09/01/99 |
thru |
09/15/01 |
Max Water Load
(cm/d) |
27.3 |
Mean Depth (cm) |
88 |
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Startup Interval (days) |
578 |
Iterations |
1 |
Inflow Conc (ppb) |
77.9 |
Max Depth (cm) |
147 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
6468 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
24.3 |
Load Reduction |
69% |
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K (m/yr) |
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50.36 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
24.3 |
Time Freq
Conc > 10 ppb |
95% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
38.9 |
Vol Freq Conc
> 10 ppb |
100% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
18.7 |
Storage Turnover (1/yr) |
7.3 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
18.6 |
Mean Stored P (mg/m2) |
1036 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
41.1 |
Storage Inc/Net
Removal |
51% |
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Mass B Error |
-0.1% |
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Knet-NCSTR (m/yr) |
57.1 |
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: |
04/01/01 |
thru |
09/15/01 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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24 |
61.9 |
62.0 |
-0.1 |
0% |
0% |
100% |
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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) |
24 |
30.6 |
31.9 |
-1.3 |
-4% |
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Geometric Mean
Conc (ppb) |
24 |
28.6 |
28.7 |
-0.2 |
-1% |
15% |
58% |
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Mean Conc (ppb) |
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24 |
29.3 |
29.9 |
-0.6 |
-2% |
14% |
63% |
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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) |
24 |
6.14 |
6.40 |
-0.26 |
-4% |
13% |
91% |
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![](sav_ntc15a_files/dmsta_9163_image007.gif) ![](sav_ntc15a_files/dmsta_9163_image008.gif) ![](sav_ntc15a_files/dmsta_9163_image009.gif) ![](sav_ntc15a_files/dmsta_9163_image010.gif) ![](sav_ntc15a_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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