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Case: |
PSTA_FSC3 |
Period: |
07/01/01 |
to |
12/23/02 |
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Case: |
PSTA Field Scale Cell 3, Scraped
to Caprock, with inflow & outflow seepage; Calib Aug 2002 - |
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Input Series |
PSTA_FSC3 |
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Tanks in Series |
4.2 |
Surface Area (km2) |
0.0194 |
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Simulation Period |
09/06/00 |
thru |
12/23/02 |
Mean Water
Load (cm/d) |
9.3 |
Bypass Volume |
0.0% |
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Output Period |
07/01/01 |
thru |
12/23/02 |
Max Water Load
(cm/d) |
17.2 |
Mean Depth (cm) |
32 |
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Startup Interval (days) |
694 |
Iterations |
1 |
Inflow Conc (ppb) |
30.2 |
Max Depth (cm) |
40 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
1596 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
14.1 |
Load Reduction |
56% |
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K (m/yr) |
|
33.34 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
14.1 |
Time Freq
Conc > 10 ppb |
54% |
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C1 (ppb) |
|
22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
26.4 |
Vol Freq Conc
> 10 ppb |
75% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
2.0 |
Outflow Geo.
Mean (ppb) |
10.5 |
Storage Turnover (1/yr) |
2.7 |
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Zx (cm) |
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0 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
11.5 |
Mean Stored P (mg/m2) |
357 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
25.7 |
Storage Inc/Net
Removal |
61% |
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Mass B Error |
0.2% |
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Knet-NCSTR (m/yr) |
28.3 |
Outfl. Seepage
(cm/d/cm) |
0.01 |
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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: |
08/01/02 |
thru |
11/30/02 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
|
18 |
36.9 |
36.3 |
0.6 |
2% |
4% |
35% |
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Flow (cm/day) |
|
18 |
13.20 |
12.08 |
1.12 |
9% |
15% |
68% |
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Flow-Wtd-Mean
Conc (ppb) |
18 |
15.1 |
16.4 |
-1.3 |
-8% |
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Geometric Mean Conc (ppb) |
18 |
15.0 |
14.7 |
0.3 |
2% |
30% |
0% |
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Mean Conc (ppb) |
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18 |
15.2 |
15.4 |
-0.3 |
-2% |
30% |
0% |
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Outflow Load (mg/m2-d) |
18 |
1.99 |
1.98 |
0.01 |
1% |
34% |
0% |
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Pred Q x Conc
(mg/m2-d) |
18 |
1.81 |
1.98 |
-0.17 |
-8% |
31% |
15% |
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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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03/25/03 |
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