DMSTA Simulation Results |
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Case: |
SAV_ModDepth |
Period: |
07/20/98 |
to |
06/12/01 |
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Case: |
SAV Moderate Depth (80 cm)
Mesocosm; Fixed Depth; biomass harvested in nov 1999, then returned to tank |
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Input Series |
sav_z80 |
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Tanks in Series |
1.3 |
Surface Area (km2) |
0.0000 |
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Simulation Period |
07/20/98 |
thru |
06/12/01 |
Mean Water
Load (cm/d) |
10.3 |
Bypass Volume |
0.0% |
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Output Period |
07/20/98 |
thru |
06/12/01 |
Max Water Load
(cm/d) |
10.0 |
Mean Depth (cm) |
80 |
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Startup Interval (days) |
621 |
Iterations |
1 |
Inflow Conc (ppb) |
103.3 |
Max Depth (cm) |
80 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
3028 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
25.6 |
Load Reduction |
75% |
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K (m/yr) |
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83.36 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
25.6 |
Time Freq
Conc > 10 ppb |
100% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
32.1 |
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) |
25.2 |
Storage Turnover (1/yr) |
14.2 |
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Zx (cm) |
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60 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
25.2 |
Mean Stored P (mg/m2) |
1651 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
51.1 |
Storage Inc/Net
Removal |
14% |
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Mass B Error |
0.0% |
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Knet-NCSTR (m/yr) |
92.3 |
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: |
04/01/00 |
thru |
06/12/01 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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63 |
80.0 |
80.0 |
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) |
63 |
29.3 |
28.3 |
0.9 |
3% |
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Geometric Mean
Conc (ppb) |
63 |
28.0 |
28.2 |
-0.2 |
-1% |
30% |
0% |
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Mean Conc (ppb) |
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63 |
29.3 |
28.3 |
0.9 |
3% |
29% |
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) |
63 |
2.87 |
2.78 |
0.09 |
3% |
29% |
3% |
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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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