DMSTA Simulation Results |
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Case: |
PP_18_NO |
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Period: |
04/01/00 |
to |
10/02/00 |
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Case: |
PSTA Research, TMT = PP_18, UNIT
= PORTA 21, Substrate = Nothing (peat removed) |
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Input Series |
PP_9_18 |
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Tanks in Series |
1.5 |
Surface Area (km2) |
0.0000 |
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Simulation Period |
04/01/00 |
thru |
10/02/00 |
Mean Water
Load (cm/d) |
8.4 |
Bypass Volume |
0.0% |
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Output Period |
04/01/00 |
thru |
10/02/00 |
Max Water Load
(cm/d) |
18.6 |
Mean Depth (cm) |
35 |
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Startup Interval (days) |
91 |
Iterations |
1 |
Inflow Conc (ppb) |
26.7 |
Max Depth (cm) |
58 |
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Avg Interval (days) |
7 |
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Inflow P Load
(mg/m2-yr) |
666 |
Freq Depth
< 5 cm |
0.0% |
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Parameter Set: |
none |
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Outflow
FWM Conc (ppb) |
16.1 |
Load Reduction |
39% |
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K (m/yr) |
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24.53 |
Sm (mg/m2) |
0 |
Outflow C with Bypass |
16.1 |
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) |
21.7 |
Vol Freq Conc
> 10 ppb |
98% |
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C0 (ppb) |
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4.0 |
Qout Intercept |
0.0 |
Outflow Geo.
Mean (ppb) |
15.2 |
Storage Turnover (1/yr) |
1.9 |
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Zx (cm) |
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0 |
Qout Exponent |
0.0 |
Outflow
GM, Q>0 (ppb) |
15.1 |
Mean Stored P (mg/m2) |
273 |
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Wtr Bal Error |
0.0% |
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Knet-Plug Flow
(m/yr) |
16.2 |
Storage Inc/Net
Removal |
68% |
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Mass B Error |
-0.5% |
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Knet-NCSTR (m/yr) |
19.6 |
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: |
07/01/00 |
thru |
10/02/00 |
Mean |
Mean |
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Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
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Mean Depth (cm) |
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13 |
32.8 |
32.8 |
0.0 |
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) |
13 |
13.2 |
13.7 |
-0.5 |
-4% |
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Geometric Mean
Conc (ppb) |
13 |
12.9 |
12.8 |
0.0 |
0% |
26% |
0% |
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Mean Conc (ppb) |
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13 |
13.2 |
13.2 |
0.0 |
0% |
31% |
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) |
13 |
1.04 |
1.08 |
-0.04 |
-4% |
30% |
11% |
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![](pp_18_no_files/dmsta_9163_image007.gif) ![](pp_18_no_files/dmsta_9163_image008.gif) ![](pp_18_no_files/dmsta_9163_image009.gif) ![](pp_18_no_files/dmsta_9163_image010.gif) ![](pp_18_no_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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