DMSTA Simulation Results |
|
Case: |
ISTOK_2 |
|
Period: |
1/1/1989 |
to |
12/31/2002 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Case: |
Lake Istokpoga - B&M; revised
outflow concs |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Input Series |
|
ISTOK_REV |
|
|
Tanks in Series |
|
2.0 |
Surface Area (km2) |
112.0541 |
|
|
|
|
|
Simulation Period |
01/04/80 |
thru |
12/31/02 |
Mean Water
Load (cm/d) |
1.1 |
Mean Depth (cm) |
158 |
|
|
|
|
|
Output Period |
|
01/01/89 |
thru |
12/31/02 |
Max Water Load
(cm/d) |
11.4 |
Max Depth (cm) |
|
210 |
|
|
|
|
|
Calib Period |
|
01/01/90 |
|
12/31/02 |
Inflow Conc (ppb) |
116.4 |
Freq Depth
< 5 cm |
0.0% |
|
|
|
|
|
Startup Interval (days) |
3650 |
Iterations |
-9 |
Inflow P Load
(mg/m2-yr) |
365 |
Load Reduction |
|
65% |
|
|
|
|
|
Avg Interval (days) |
90 |
Wtr Bal Error |
0.0% |
Outflow
FWM Conc (ppb) |
46.6 |
Conc Reduction |
|
60% |
|
|
|
|
|
Parameter Set: |
|
none |
Mass B Error |
0.0% |
Outflow C with Bypass |
46.6 |
Time Freq
Conc > 10 ppb |
77% |
|
|
|
|
|
K (m/yr) |
|
5.815 |
Kd (m/yr) |
0 |
95th Percentile
(ppb) |
61.8 |
K - SS, C*=4
ppb (m/yr) |
4.7 |
|
|
|
|
|
C1
(ppb) |
|
150.0 |
Weir Depth (cm) |
150 |
Outflow Geo.
Mean (ppb) |
39.3 |
Storage Turnover (1/yr) |
12.0 |
|
|
|
|
|
C0 (ppb) |
|
4.0 |
Cont Depth (cm) |
0 |
Outflow
GM, Q>0 (ppb) |
40.5 |
Mean Stored P (mg/m2) |
325 |
|
|
|
|
|
C2 (ppb) |
|
0 |
Qout Intercept |
2.0 |
Seepage Loss |
|
0% |
Storage Inc/Net
Removal |
2% |
|
|
|
|
|
Zx (cm) |
|
40 |
Qout Exponent |
1.5 |
HRT (days) |
|
208.0 |
Outfl. Seepage
(cm/d/cm) |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ki |
E/m2-d |
0 |
0 |
Model 2 |
Mean Biomass (g/m2) |
#N/A |
Biomass Turnover (1/yr) |
#N/A |
|
|
|
|
|
Kb |
1/d |
0 |
0 |
" |
Gross PP
(g/m2-d) |
#N/A |
Total Resp (g/m2-d) |
#N/A |
|
|
|
|
|
Kr |
1/d/g/m2 |
0 |
0 |
" |
|
|
|
|
|
|
|
|
|
|
|
Ka |
1/d |
0 |
0 |
" |
|
|
|
|
|
|
|
|
|
|
|
Kc |
ppb |
0 |
0 |
" |
|
|
|
|
|
|
|
|
|
|
|
Ke |
1/d |
0 |
0 |
" |
|
|
|
|
|
|
|
|
|
|
|
Ku |
mg/m2 |
0 |
0 |
" |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Calibration Statistics for Period: |
|
01/01/90 |
thru |
12/31/02 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mean |
Mean |
|
|
|
|
|
|
|
|
Inflow P Conc
(ppb) = |
117 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
|
|
|
|
|
|
Mean Depth (cm) |
|
52 |
160.4 |
157.8 |
2.6 |
2% |
8% |
50% |
|
|
|
|
|
|
Flow (cm/day) |
|
|
52 |
0.81 |
0.78 |
0.03 |
3% |
41% |
82% |
|
|
|
|
|
|
Flow-Wtd-Mean
Conc (ppb) |
|
50 |
56.5 |
46.6 |
9.9 |
21% |
|
|
|
|
|
|
|
|
Geometric Mean Conc (ppb) |
|
50 |
40.9 |
40.8 |
0.2 |
0% |
40% |
31% |
|
|
|
|
|
|
Mean Conc (ppb) |
|
50 |
47.0 |
41.4 |
4.5 |
11% |
46% |
22% |
|
|
|
|
|
|
Outflow Load (mg/m2-d) |
|
52 |
0.43 |
0.36 |
0.07 |
20% |
63% |
79% |
|
|
|
|
|
|
Pred Q x Conc
(mg/m2-d) |
|
50 |
0.46 |
0.38 |
0.08 |
21% |
67% |
81% |
|
|
|
|
|
|
Conc Reduction (%) |
|
50 |
52% |
60% |
-0.08 |
-8% |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Obs Load2 = Predicted
Flow x Observed Conc |
|
|
|
|
|
|
|
|
|
|
|
|
Green
lines on x axis of concentration plots indicate model calibration
period. Statistics at top of sheet are
for entire output period. |
|
|
|
|
|
|
03/02/05 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|