DMSTA Simulation Results |
|
Case: |
HARNEY_2 |
|
Period: |
1/1/1989 |
to |
12/31/1998 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Case: |
Lake Harney - WSI data |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Input Series |
|
HARNEY_WS |
|
|
Tanks in Series |
|
2.0 |
Surface Area (km2) |
24.5200 |
|
|
|
|
|
Simulation Period |
01/03/84 |
thru |
12/31/98 |
Mean Water
Load (cm/d) |
21.3 |
Mean Depth (cm) |
199 |
|
|
|
|
|
Output Period |
|
01/01/89 |
thru |
12/31/98 |
Max Water Load
(cm/d) |
98.6 |
Max Depth (cm) |
|
364 |
|
|
|
|
|
Calib Period |
|
01/01/90 |
|
12/31/98 |
Inflow Conc (ppb) |
48.5 |
Freq Depth
< 5 cm |
0.0% |
|
|
|
|
|
Startup Interval (days) |
2190 |
Iterations |
-5 |
Inflow P Load
(mg/m2-yr) |
3712 |
Load Reduction |
|
1% |
|
|
|
|
|
Avg Interval (days) |
30 |
Wtr Bal Error |
0.0% |
Outflow
FWM Conc (ppb) |
47.8 |
Conc Reduction |
|
1% |
|
|
|
|
|
Parameter Set: |
|
none |
Mass B Error |
0.0% |
Outflow C with Bypass |
47.8 |
Time Freq
Conc > 10 ppb |
100% |
|
|
|
|
|
K (m/yr) |
|
1.910 |
Kd (m/yr) |
0 |
95th Percentile
(ppb) |
83.8 |
K - SS, C*=4
ppb (m/yr) |
2.4 |
|
|
|
|
|
C1
(ppb) |
|
150.0 |
Weir Depth (cm) |
0 |
Outflow Geo.
Mean (ppb) |
47.1 |
Storage Turnover (1/yr) |
3.7 |
|
|
|
|
|
C0 (ppb) |
|
4.0 |
Cont Depth (cm) |
0 |
Outflow
GM, Q>0 (ppb) |
47.1 |
Mean Stored P (mg/m2) |
314 |
|
|
|
|
|
C2 (ppb) |
|
0 |
Qout Intercept |
0.1 |
Seepage Loss |
|
0% |
Storage Inc/Net
Removal |
16% |
|
|
|
|
|
Zx (cm) |
|
40 |
Qout Exponent |
3.0 |
HRT (days) |
|
9.5 |
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 |
12/31/98 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mean |
Mean |
|
|
|
|
|
|
|
|
Inflow P Conc
(ppb) = |
49 |
Count |
Observed |
Predicted |
Residual |
Resid% |
RSE% |
R2 |
|
|
|
|
|
|
Mean Depth (cm) |
|
109 |
201.6 |
204.7 |
-3.1 |
-2% |
6% |
96% |
|
|
|
|
|
|
Flow (cm/day) |
|
|
0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
|
|
|
|
|
|
Flow-Wtd-Mean
Conc (ppb) |
|
109 |
50.8 |
47.9 |
2.9 |
6% |
|
|
|
|
|
|
|
|
Geometric Mean Conc (ppb) |
|
109 |
49.3 |
47.3 |
2.0 |
4% |
28% |
41% |
|
|
|
|
|
|
Mean Conc (ppb) |
|
109 |
52.5 |
50.0 |
2.4 |
5% |
29% |
34% |
|
|
|
|
|
|
Outflow Load (mg/m2-d) |
|
0 |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
|
|
|
|
|
|
Pred Q x Conc
(mg/m2-d) |
|
109 |
11.34 |
10.68 |
0.65 |
6% |
32% |
87% |
|
|
|
|
|
|
Conc Reduction (%) |
|
109 |
-5% |
1% |
-0.06 |
-6% |
|
|
|
|
|
|
|
|
![](harney_2_files/dmsta_9163_image001.gif) ![](harney_2_files/dmsta_9163_image002.gif) ![](harney_2_files/dmsta_9163_image003.gif) ![](harney_2_files/dmsta_9163_image004.gif) ![](harney_2_files/dmsta_9163_image005.gif)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|