| Output Tables |
|
|
|
|
Dates: |
07/01/01
|
thru |
11/30/02
|
|
|
| Case: |
PSTA_FSC4A |
|
|
|
Input Series: |
PSTA_FSC4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Descr: |
PSTA Field Scale Cell 4 - Peat,
Calib Dec 2001 - |
|
|
|
|
|
|
|
|
|
|
|
| Cell Water &
Mass Balances |
|
|
|
|
Case: |
PSTA_FSC4A |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Flow |
Unit Area Flows |
Total Pmass |
Total P Load |
Conc |
Flow |
| Term |
|
hm3 |
hm3/yr |
m/yr |
cm/d |
kg |
mg/m2 |
kg/yr |
mg/m2-yr |
ppb |
% |
|
|
|
|
|
|
|
|
|
|
|
|
| Storage
Reservoir |
|
|
|
|
|
|
|
|
|
|
| Inflow |
|
|
#N/A |
|
|
|
|
#N/A |
|
#N/A |
|
| Outflow |
|
|
#N/A |
|
|
|
|
#N/A |
|
#N/A |
|
|
|
|
|
|
|
|
|
|
|
|
|
| Entire
Treatment Cell |
|
|
|
|
|
|
|
|
|
|
| Initial Storage |
|
0.00 |
|
|
|
5 |
248 |
|
|
|
|
| Final Storage |
|
0.00 |
|
|
|
7 |
376 |
|
|
|
|
| Storage
Increase |
0.00 |
0.0 |
0.02 |
0.01 |
2 |
128 |
2 |
91 |
|
|
| External Inflow |
0.87 |
0.6 |
31.53 |
8.63 |
22 |
1153 |
16 |
813 |
25.8 |
95% |
| Rainfall |
|
0.04 |
0.0 |
1.58 |
0.43 |
1 |
51 |
1 |
36 |
22.7 |
5% |
| Seepage Into
Cell |
0.00 |
0.0 |
0.00 |
0.00 |
0 |
0 |
0 |
0 |
|
0% |
| Antecedent Soil
Release |
0.00 |
0.0 |
0.00 |
0.00 |
0 |
0 |
0 |
0 |
|
0% |
| Total Inflow |
|
0.91 |
0.6 |
33.11 |
9.07 |
23 |
1204 |
16 |
849 |
25.6 |
100% |
| Evapotranspiration |
0.03 |
0.0 |
1.10 |
0.30 |
|
|
|
|
|
3% |
| Seepage Lost |
|
0.76 |
0.5 |
27.76 |
7.60 |
18 |
927 |
13 |
653 |
23.5 |
84% |
| Seepage
Retained in Soil |
0.00 |
|
|
|
0 |
0 |
0 |
0 |
|
0% |
| Cell Outflow |
|
0.12 |
0.1 |
4.22 |
1.16 |
3 |
133 |
2 |
94 |
22.1 |
13% |
| Seepage
Discharge |
0.00 |
0.0 |
0.00 |
0.00 |
0 |
0 |
0 |
0 |
|
0% |
| Bypass |
|
0.00 |
0.0 |
0.00 |
0.00 |
0 |
0 |
0 |
0 |
|
0% |
| Total Surface Outflow |
0.12 |
0.1 |
4.22 |
1.16 |
3 |
0 |
2 |
94 |
22.1 |
13% |
| Total Outflow |
|
0.91 |
0.6 |
33.09 |
9.06 |
20 |
1059 |
14 |
747 |
22.6 |
100% |
| Burial |
|
0.00 |
|
|
|
0 |
5 |
0 |
3 |
|
|
| Mass Balance
Check |
0.00 |
|
|
|
0 |
11 |
0 |
8 |
|
0% |
| Mass Balance
Error |
0.0% |
|
|
|
0.9% |
0 |
|
|
|
0% |
| Reduction % |
|
0.87 |
|
|
|
88% |
|
|
|
14% |
|
|
|
|
|
|
|
|
|
|
|
|
|
| Water Column |
|
|
|
|
|
|
|
|
|
|
| Initial Storage |
|
0.00 |
|
|
|
0 |
1 |
|
|
17.4 |
0% |
| Final Storage |
|
0.00 |
|
|
|
0 |
6 |
|
|
51.2 |
0% |
| Storage
Increase |
0.00 |
0.0 |
0.02 |
0.01 |
0 |
5 |
0 |
3 |
|
0% |
| Antecedent Soil
Release |
0.00 |
0.00 |
0.00 |
0.00 |
0 |
0 |
0 |
0 |
|
0% |
| Cell Inflow |
|
0.87 |
0.6 |
31.53 |
8.63 |
22 |
1153 |
16 |
813 |
25.8 |
95% |
| Seepage Recycle |
0.00 |
0.0 |
0.00 |
0.00 |
0 |
0 |
0 |
0 |
|
0% |
| Rainfall |
|
0.04 |
0.0 |
1.58 |
0.43 |
1 |
51 |
1 |
36 |
22.7 |
5% |
| Seepage
In |
|
0.00 |
0.0 |
0.00 |
0.00 |
0 |
0 |
0 |
0 |
|
0% |
| Total
Inflows |
|
0.91 |
0.6 |
33.11 |
9.07 |
23 |
1204 |
16 |
849 |
25.6 |
100% |
| ET |
|
0.03 |
0.0 |
1.10 |
0.30 |
|
0 |
|
|
|
3% |
| Seepage Out |
|
0.76 |
0.5 |
27.76 |
7.60 |
18 |
927 |
13 |
653 |
23.5 |
84% |
| Cell Outflow |
|
0.12 |
0.1 |
4.22 |
1.16 |
3 |
133 |
2 |
94 |
22.1 |
13% |
| Total Outflows |
|
0.91 |
0.6 |
33.09 |
9.06 |
20 |
1059 |
14 |
747 |
22.6 |
100% |
| Direct Sedimentation |
|
|
|
|
0 |
0 |
0 |
0 |
|
|
| Storage Uptake |
|
|
|
|
3 |
148 |
2 |
104 |
|
|
| Recycle from
Storage |
|
|
|
|
0 |
19 |
0 |
14 |
|
|
| Recycle from
Soil |
|
|
|
|
0 |
0 |
0 |
0 |
|
|
| Net
Removal |
|
|
|
|
|
2 |
129 |
2 |
91 |
|
|
| Mass Balance
Check |
0.00 |
|
0.0 |
|
0 |
11 |
0 |
8 |
|
|
| Mass Balance
Error |
0.0% |
|
|
|
0.9% |
|
|
|
|
|
| Reduction % |
|
87% |
|
|
|
88% |
|
|
|
14% |
|
|
|
|
|
|
|
|
|
|
|
|
|
| Biomass P Storage |
|
|
|
|
|
|
|
|
|
|
| Initial Storage |
|
|
|
|
|
2 |
103 |
|
|
|
|
| Final Storage |
|
|
|
|
|
4 |
203 |
|
|
|
|
| Storage
Increase |
|
|
|
|
2 |
99 |
1 |
70 |
|
|
| Uptake |
|
|
|
|
|
3 |
148 |
2 |
104 |
|
|
| Recycle |
|
|
|
|
|
0 |
19 |
0 |
14 |
|
|
| Deposition |
|
|
|
|
|
1 |
30 |
0 |
21 |
|
|
| Mass Balance
Check |
|
|
|
|
0 |
0 |
|
|
|
|
| Mass Balance
Error |
|
|
|
|
-0.1% |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Soil P Storage |
|
|
|
|
|
|
|
|
|
|
| Initial Storage |
|
|
|
|
|
3 |
143 |
|
|
|
|
| Final Storage |
|
|
|
|
|
3 |
168 |
|
|
|
|
| Storage
Increase |
|
|
|
|
0 |
25 |
0 |
17 |
|
|
| Biomass Deposition |
|
|
|
|
1 |
30 |
0 |
21 |
|
|
| Direct
Deposition |
|
|
|
|
0 |
0 |
0 |
0 |
|
|
| Soil P Release |
|
|
|
|
0 |
0 |
0 |
0 |
|
|
| Burial |
|
|
|
|
|
0 |
5 |
0 |
3 |
|
|
| Mass Balance
Check |
|
|
|
|
0 |
0 |
|
|
|
|
| Mass Balance
Error |
|
|
|
|
0.0% |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Frequency Distributions |
|
|
|
|
Case: |
PSTA_FSC4A |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
 
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| Daily Values |
|
Inflow |
Inflow |
|
|
Outflow |
Outflow |
Outflow |
|
Wet |
|
| Cumul. |
Inflow |
Conc |
Load |
Bypass |
Outflow |
Load |
Conc |
Conc * |
Depth |
Area |
|
| Percent |
hm3/d |
ppb |
kg/d |
hm3/d |
hm3/d |
kg/d |
ppb |
ppb |
m |
% |
|
| 0% |
0.00 |
9.0 |
0.0 |
0.0 |
0.00 |
0.0 |
3.8 |
7.8 |
0.01 |
1.00 |
|
| 1% |
0.00 |
10.2 |
0.0 |
0.0 |
0.00 |
0.0 |
6.3 |
10.3 |
0.01 |
1.00 |
|
| 5% |
0.00 |
11.4 |
0.0 |
0.0 |
0.00 |
0.0 |
6.8 |
10.8 |
0.01 |
1.00 |
|
| 10% |
0.00 |
13.0 |
0.0 |
0.0 |
0.00 |
0.0 |
7.6 |
11.7 |
0.01 |
1.00 |
|
| 20% |
0.00 |
15.0 |
0.0 |
0.0 |
0.00 |
0.0 |
8.8 |
13.6 |
0.01 |
1.00 |
|
| 25% |
0.00 |
15.5 |
0.0 |
0.0 |
0.00 |
0.0 |
9.2 |
14.2 |
0.01 |
1.00 |
|
| 50% |
0.00 |
20.6 |
0.0 |
0.0 |
0.00 |
0.0 |
13.9 |
18.9 |
0.16 |
1.00 |
|
| 75% |
0.00 |
35.0 |
0.1 |
0.0 |
0.00 |
0.0 |
19.1 |
30.8 |
0.26 |
1.00 |
|
| 80% |
0.00 |
37.3 |
0.1 |
0.0 |
0.00 |
0.0 |
22.1 |
33.5 |
0.27 |
1.00 |
|
| 90% |
0.00 |
51.3 |
0.1 |
0.0 |
0.00 |
0.0 |
34.7 |
41.3 |
0.29 |
1.00 |
|
| 95% |
0.00 |
59.7 |
0.1 |
0.0 |
0.00 |
0.0 |
44.5 |
45.3 |
0.31 |
1.00 |
|
| 99% |
0.00 |
64.0 |
0.2 |
0.0 |
0.00 |
0.0 |
50.8 |
50.9 |
0.34 |
1.00 |
|
| 100% |
0.00 |
75.0 |
0.2 |
0.0 |
0.00 |
0.0 |
53.8 |
52.2 |
0.35 |
1.00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
| Mean |
0.00 |
26.4 |
0.0 |
0.0 |
0.00 |
0.0 |
17.1 |
22.9 |
0.14 |
1.00 |
|
| StdDev |
0.00 |
14.9 |
0.0 |
0.0 |
0.00 |
0.0 |
11.0 |
11.1 |
0.12 |
0.00 |
|
| CV |
0.77 |
0.56 |
1.05 |
|
1.44 |
1.60 |
0.65 |
0.49 |
0.85 |
|
|
| Q-WtdMn |
|
25.8 |
|
|
|
|
22.1 |
22.1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
| * Conc on Days with Flow > |
0.01 |
& Depth > |
1 |
cm |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|