| Project File: PROJECT_EXAMPLES |
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| Case |
Units |
STA_0 |
STA_1 |
STA_2 |
STA_3 |
STA_4 |
STA_5 |
STA_6 |
STA_7 |
STA_8 |
| Description |
- |
Single Cell with Emergent
Calibration |
STA with 3 cells in series |
STA with 3 cells in parallel |
STA with 3 cells in series
& bypass |
STA with 3 cells in series,
bypass, & seepage recycle |
STA with 2 parallel flow-ways,
each with 3 cells in series |
STA with inflow distribution
cell & 2 parallel flow-ways, each with 3 cells in series |
STA with inflow distribution
cell & 2 parallel flow-ways, each with 3 cells in series |
STA with 3 cells in series
& 4 downstream marsh cells, each 1 km in length |
| Series Name |
- |
TS_STA |
TS_STA |
TS_STA |
TS_STA |
TS_STA |
TS_STA |
TS_STA |
TS_STA |
TS_STA |
| Execution Time |
seconds/yr |
1.20 |
2.80 |
3.00 |
2.20 |
5.80 |
4.00 |
5.60 |
16.20 |
5.20 |
| Run Date |
- |
05/29/05 |
05/29/05 |
05/29/05 |
05/29/05 |
05/29/05 |
05/29/05 |
05/29/05 |
05/29/05 |
05/29/05 |
| Starting Date for
Simulation |
- |
01/01/65 |
01/01/65 |
01/01/65 |
01/01/65 |
01/01/65 |
01/01/65 |
01/01/65 |
01/01/65 |
01/01/65 |
| Starting Date for Output |
- |
01/01/66 |
01/01/66 |
01/01/66 |
01/01/66 |
01/01/66 |
01/01/66 |
01/01/66 |
01/01/66 |
01/01/66 |
| Ending Date |
- |
12/31/69 |
12/31/69 |
12/31/69 |
12/31/69 |
12/31/69 |
12/31/69 |
12/31/69 |
12/31/69 |
12/31/69 |
| Output
Duration |
days |
1461 |
1461 |
1461 |
1461 |
1461 |
1461 |
1461 |
1461 |
1461 |
| Cell Label |
|
Total |
Total |
Total |
Total |
Total |
Total |
Total |
Total |
Total |
| Downstream Cell Label |
|
- |
- |
- |
- |
- |
- |
- |
- |
- |
| Network Simulation Name |
- |
none |
none |
none |
none |
none |
none |
none |
none |
none |
| Simulation Type |
- |
Uncerta |
Uncerta |
Uncerta |
Uncerta |
Uncerta |
Uncerta |
Uncerta |
Uncerta |
Uncerta |
| Surface Area |
km2 |
20.00 |
60.00 |
60.00 |
60.00 |
60.00 |
90.00 |
190.00 |
380.00 |
110.00 |
| Mean Rainfall |
cm/yr |
142.5 |
142.5 |
142.5 |
142.5 |
142.5 |
142.5 |
71.2 |
35.6 |
142.5 |
| Mean ET |
cm/yr |
144.2 |
144.2 |
144.2 |
144.2 |
144.2 |
144.2 |
72.1 |
36.0 |
142.8 |
| Cell Inflow Volume |
hm3/yr |
1002.2 |
1002.2 |
3006.5 |
877.5 |
868.0 |
1002.2 |
1002.2 |
1002.2 |
1002.2 |
| Cell Inflow Load |
kg/yr |
76185 |
76185 |
228556 |
66614 |
65890 |
76185 |
76185 |
76185 |
76185 |
| Cell Inflow Conc |
ppb |
76.0 |
76.0 |
76.0 |
75.9 |
75.9 |
76.0 |
76.0 |
76.0 |
76.0 |
| Treated Outflow Volume |
hm3/yr |
963.2 |
879.7 |
2889.5 |
871.1 |
826.3 |
994.4 |
993.1 |
933.7 |
991.9 |
| Treated Outflow Load |
kg/yr |
54475 |
17187 |
141901 |
18477 |
18971 |
17581 |
16530 |
16867 |
12092 |
| Treated FWM Outflow Conc |
ppb |
56.6 |
19.5 |
49.1 |
21.2 |
23.0 |
17.7 |
16.6 |
18.1 |
12.2 |
| Upper Confidence Limit |
ppb |
59.1 |
23.4 |
52.5 |
24.8 |
27.6 |
20.7 |
19.6 |
22.0 |
14.9 |
| Lower Confidence Limit |
ppb |
53.4 |
16.0 |
45.3 |
17.9 |
18.8 |
14.9 |
14.0 |
14.8 |
10.0 |
| Total Outflow Volume + Bypass |
hm3/yr |
963.2 |
879.7 |
2889.5 |
995.8 |
960.5 |
994.4 |
993.1 |
933.7 |
991.9 |
| Total Outflow Load + Bypass |
kg/yr |
77610.3 |
78101.0 |
232158.6 |
66613.9 |
68190.5 |
76185.4 |
76185.4 |
79633.0 |
76185.4 |
| Total FWM Outflow Conc |
ppb |
80.6 |
88.8 |
80.3 |
66.9 |
71.0 |
76.6 |
76.7 |
85.3 |
76.8 |
| Bypass Load |
kg/yr |
0 |
0 |
0 |
9571 |
10295 |
0 |
0 |
0 |
0 |
| Bypass Load |
% |
0% |
0% |
0% |
13% |
14% |
0% |
0% |
0% |
0% |
| Maximum Inflow |
hm3/d |
9.05 |
9.05 |
27.15 |
7.53 |
7.48 |
9.05 |
9.05 |
9.05 |
9.05 |
| Maximum Outflow |
hm3/d |
8.88 |
8.55 |
26.64 |
7.48 |
7.28 |
9.04 |
9.04 |
8.83 |
9.04 |
| Surface Load Reduction |
kg/yr |
21711 |
58998 |
86655 |
48137 |
46919 |
58604 |
59655 |
59318 |
64093 |
| Load Trapped in Sediments |
kg/yr |
13851 |
42169 |
66044 |
37607 |
42956 |
45711 |
45870 |
53566 |
50027 |
| Net Load Reduction |
% |
28% |
77% |
38% |
72% |
71% |
77% |
78% |
78% |
84% |
| Lower Confidence Limit |
% |
25% |
73% |
34% |
68% |
65% |
73% |
74% |
73% |
81% |
| Upper Confidence Limit |
% |
32% |
82% |
43% |
77% |
76% |
81% |
82% |
82% |
87% |
| Daily Geometric Mean |
ppb |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
| Outflow Geo Mean - Composites |
ppb |
51.8 |
16.6 |
44.9 |
19.1 |
21.4 |
15.7 |
14.6 |
16.4 |
10.2 |
| Upper Confidence Limit |
ppb |
53.8 |
20.0 |
47.9 |
22.3 |
26.0 |
18.5 |
17.3 |
20.4 |
12.5 |
| Lower Confidence Limit |
ppb |
49.1 |
13.4 |
41.3 |
16.1 |
17.2 |
13.2 |
12.1 |
13.2 |
8.2 |
| Frequency Outflow Conc
> 10 ppb |
% |
100% |
98% |
100% |
100% |
100% |
100% |
96% |
100% |
51% |
| Frequency Outflow Conc > 20
ppb |
% |
100% |
69% |
100% |
92% |
100% |
57% |
38% |
74% |
9% |
| Frequency Outflow Conc > 50
ppb |
% |
100% |
23% |
100% |
42% |
75% |
11% |
9% |
13% |
0% |
| Freq Outflow Volume >
10 ppb |
% |
100% |
99% |
100% |
100% |
100% |
99% |
98% |
100% |
64% |
| 95th Percentile Outflow
Conc |
ppb |
65 |
24 |
58 |
25 |
25 |
23 |
21 |
22 |
17 |
| Mean Biomass P Storage |
mg/m2 |
2165 |
1309 |
1978 |
1188 |
1341 |
993 |
#N/A |
#N/A |
818 |
| Storage Increase / Net
Removal |
% |
45% |
34% |
25% |
32% |
6% |
34% |
36% |
8% |
35% |
| Net Storage Turnover Rate |
1/yr |
1.3 |
2.1 |
2.2 |
2.1 |
2.1 |
2.0 |
#N/A |
#N/A |
2.2 |
| Unit Area P Removal |
g/m2-yr |
693 |
703 |
1101 |
627 |
716 |
508 |
241 |
141 |
455 |
| Mean Water Load |
cm/d |
13.7 |
4.6 |
13.7 |
4.0 |
4.0 |
3.0 |
1.4 |
0.7 |
2.5 |
| Max Water Load |
cm/d |
45.2 |
15.1 |
45.2 |
12.6 |
12.5 |
10.1 |
4.8 |
2.4 |
8.2 |
| Mean Depth |
cm |
64 |
65 |
64 |
59 |
67 |
52 |
#N/A |
#N/A |
53 |
| Minimum Depth |
cm |
23 |
24 |
23 |
32 |
31 |
30 |
#N/A |
#N/A |
28 |
| Maximum Depth |
cm |
103 |
102 |
103 |
88 |
98 |
75 |
#N/A |
#N/A |
81 |
| Frequency Depth < 10 cm |
% |
0.0% |
0.0% |
0.0% |
0.0% |
0.0% |
0.0% |
0.0% |
0.2% |
2.4% |
| Flow/Width |
m2/day |
343.0 |
329.3 |
343.0 |
299.7 |
307.9 |
171.1 |
#N/A |
#N/A |
285.8 |
| HRT Days |
days |
4.7 |
14.2 |
4.7 |
14.8 |
16.8 |
16.9 |
#N/A |
#N/A |
21.4 |
| Mean Velocity |
cm/sec |
0.62 |
0.59 |
0.62 |
0.59 |
0.54 |
0.39 |
#N/A |
#N/A |
0.58 |
| Seepage Outflow / Total Outflow |
% |
4% |
11% |
4% |
0% |
4% |
0% |
0% |
6% |
0% |
| Release 1 Outflow Volume |
hm3/yr |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
| Release 2 Outflow Volume |
hm3/yr |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
| 95th Percentile Outflow Volume |
hm3/d |
5.8 |
6.0 |
17.5 |
5.2 |
5.0 |
6.5 |
6.6 |
6.4 |
6.7 |
| 95th Percentile Outflow Load |
kg/d |
395.6 |
138.3 |
1003.6 |
125.8 |
124.8 |
146.6 |
139.8 |
137.2 |
111.9 |
| Simulated / Specified Mean Depth |
% |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
| Release 1 Demand Met |
% |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
| Release 2 Demand Met |
% |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
| Outflow Demand Met |
% |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
#N/A |
| Range Check - Mean Depth |
- |
0 |
1 |
1 |
2 |
1 |
4 |
5 |
5 |
3 |
| Range Check - Freq Depth < 10
cm |
- |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
| Range Check - Flow/Width |
- |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
| Range Check - Inflow Conc |
- |
0 |
0 |
1 |
0 |
0 |
0 |
0 |
0 |
0 |
| Range Check - Outflow Conc |
- |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
1 |
| Water Balance Error |
% |
0.00% |
0.00% |
0.00% |
0.00% |
0.02% |
0.00% |
0.00% |
0.08% |
0.00% |
| Mass Balance Error |
% |
0.03% |
0.07% |
0.03% |
0.00% |
0.00% |
0.00% |
0.00% |
0.04% |
0.01% |
| Warning or Error Messages |
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2 |
3 |
4 |
5 |
4 |
6 |
6 |
6 |
6 |
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