DMSTA Simulation Results |
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Case: |
SAV_Hi_Pulsed |
Period: |
06/01/98 |
to |
11/22/00 |
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Case: |
SAV Mesocosm Hi Hydraulic Load
(~53 cm/d); steady then pulsed |
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Input Series |
SAV_High |
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Tanks in Series |
1.3 |
Surface Area (km2) |
0.0000 |
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Simulation Period |
06/01/98 |
thru |
11/22/00 |
Mean Water
Load (cm/d) |
54.8 |
Bypass Volume |
0.0% |
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Output Period |
06/01/98 |
thru |
11/22/00 |
Max Water Load
(cm/d) |
212.0 |
Mean Depth (cm) |
80 |
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Startup Interval (days) |
610 |
Iterations |
1 |
Inflow Conc (ppb) |
105.4 |
Max Depth (cm) |
80 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
20462 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
59.0 |
Load Reduction |
44% |
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K (m/yr) |
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135.09 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
59.0 |
Time Freq
Conc > 10 ppb |
90% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
82.5 |
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) |
56.5 |
Storage Turnover (1/yr) |
43.0 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
56.0 |
Mean Stored P (mg/m2) |
3356 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
115.8 |
Storage Inc/Net
Removal |
12% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
146.2 |
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: |
02/01/00 |
thru |
11/22/00 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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42 |
79.9 |
78.6 |
1.2 |
2% |
4% |
#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) |
31 |
51.4 |
49.8 |
1.6 |
3% |
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Geometric Mean
Conc (ppb) |
31 |
63.9 |
66.4 |
-2.5 |
-4% |
33% |
14% |
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Mean Conc (ppb) |
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31 |
68.6 |
67.6 |
1.0 |
2% |
29% |
12% |
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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) |
42 |
40.37 |
39.14 |
1.23 |
3% |
35% |
90% |
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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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