DMSTA Simulation Results |
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Case: |
Lakeland |
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Period: |
01/01/93 |
to |
09/30/99 |
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Case: |
High inlet P ~6000 ppb; clay
soils; built on phosphate mine; poor hydraulics; used 10 iterations to
stabilize biomass P |
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Input Series |
lakeland |
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Tanks in Series |
6.0 |
Surface Area (km2) |
4.8142 |
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Simulation Period |
01/01/93 |
thru |
09/30/99 |
Mean Water
Load (cm/d) |
1.2 |
Mean Depth (cm) |
115 |
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Output Period |
01/01/93 |
thru |
09/30/99 |
Max Water Load
(cm/d) |
2.4 |
Max Depth (cm) |
115 |
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Startup Interval (days) |
1247 |
Iterations |
10 |
Inflow Conc (ppb) |
4771.5 |
Freq Depth
< 5 cm |
0.0% |
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Avg Interval (days) |
30 |
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Inflow P Load
(mg/m2-yr) |
12824 |
Load Reduction |
36% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
3025.1 |
Time Freq
Conc > 10 ppb |
89% |
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K (m/yr) |
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1.29 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
3025.1 |
Vol Freq Conc
> 10 ppb |
100% |
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C1 (ppb) |
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22.0 |
Sp (mg/m2) |
0 |
95th Percentile
(ppb) |
3045.0 |
Storage Turnover (1/yr) |
21.8 |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.5 |
Outflow Geo.
Mean (ppb) |
3030.1 |
Mean Stored P (mg/m2) |
204928 |
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Zx (cm) |
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60 |
Qout Exponent |
4.0 |
Outflow
GM, Q>0 (ppb) |
3028.9 |
Storage Inc/Net
Removal |
0% |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
1.2 |
Outfl. Seepage
(cm/d/cm) |
0 |
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Mass B Error |
-0.1% |
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Knet-NCSTR (m/yr) |
1.3 |
Seepage Loss |
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: |
06/01/96 |
thru |
09/30/99 |
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Inflow P Conc (ppb) = |
4716 |
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Mean |
Mean |
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HLR (cm/d) = |
0.7 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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41 |
115.9 |
114.5 |
1.4 |
1% |
2% |
#N/A |
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Flow (cm/day) |
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41 |
0.63 |
0.72 |
-0.10 |
-13% |
51% |
41% |
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Flow-Wtd-Mean Conc (ppb) |
39 |
2921.6 |
3023.8 |
-102.3 |
-3% |
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Geometric Mean
Conc (ppb) |
39 |
3003.9 |
3028.2 |
-24.3 |
-1% |
22% |
0% |
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Mean Conc (ppb) |
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39 |
3086.7 |
3026.1 |
60.7 |
2% |
19% |
0% |
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Outflow Load
(mg/m2-d) |
41 |
18.09 |
21.86 |
-3.77 |
-17% |
52% |
13% |
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Pred Q x Conc (mg/m2-d) |
41 |
21.47 |
21.86 |
-0.39 |
-2% |
25% |
73% |
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![](lakeland_files/dmsta_9163_image007.gif) ![](lakeland_files/dmsta_9163_image008.gif) ![](lakeland_files/dmsta_9163_image009.gif) ![](lakeland_files/dmsta_9163_image010.gif) ![](lakeland_files/dmsta_9163_image011.gif) ![](lakeland_files/dmsta_9163_image012.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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10/29/03 |
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