Output Tables | Dates: | 07/01/01 | thru | 11/30/02 | ||||||||
Case: | PSTA_FSC1A | Input Series: | PSTA_FSC1 | |||||||||
Descr: | PSTA Field Scale Cell 1, Limerock Substrate , Calib Dec 2001 - | |||||||||||
Cell Water & Mass Balances | Case: | PSTA_FSC1A | ||||||||||
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 | 6 | 316 | |||||||||
Final Storage | 0.01 | 11 | 593 | |||||||||
Storage Increase | 0.00 | 0.0 | 0.15 | 0.04 | 5 | 277 | 4 | 195 | ||||
External Inflow | 0.80 | 0.6 | 29.07 | 7.96 | 22 | 1118 | 15 | 788 | 27.1 | 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 | 0.84 | 0.6 | 30.65 | 8.39 | 23 | 1169 | 16 | 824 | 26.9 | 100% | ||
Evapotranspiration | 0.03 | 0.0 | 1.25 | 0.34 | 4% | |||||||
Seepage Lost | 0.51 | 0.4 | 18.71 | 5.12 | 11 | 575 | 8 | 405 | 21.7 | 61% | ||
Seepage Retained in Soil | 0.00 | 0 | 0 | 0 | 0 | 0% | ||||||
Cell Outflow | 0.29 | 0.2 | 10.54 | 2.89 | 6 | 301 | 4 | 212 | 20.1 | 34% | ||
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 | 0.29 | 0.2 | 10.54 | 2.89 | 6 | 0 | 4 | 212 | 20.1 | 34% | ||
Total Outflow | 0.84 | 0.6 | 30.50 | 8.35 | 17 | 876 | 12 | 617 | 20.2 | 100% | ||
Burial | 0.00 | 0 | 8 | 0 | 5 | |||||||
Mass Balance Check | 0.00 | 0 | 8 | 0 | 6 | 0% | ||||||
Mass Balance Error | 0.0% | 0.7% | 0 | 0% | ||||||||
Reduction % | 0.64 | 73% | 26% | |||||||||
Water Column | ||||||||||||
Initial Storage | 0.00 | 0 | 3 | 15.2 | 0% | |||||||
Final Storage | 0.01 | 0 | 17 | 42.5 | 1% | |||||||
Storage Increase | 0.00 | 0.0 | 0.15 | 0.04 | 0 | 14 | 0 | 10 | 0% | |||
Antecedent Soil Release | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Cell Inflow | 0.80 | 0.6 | 29.07 | 7.96 | 22 | 1118 | 15 | 788 | 27.1 | 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 | 0.84 | 0.6 | 30.65 | 8.39 | 23 | 1169 | 16 | 824 | 26.9 | 100% | ||
ET | 0.03 | 0.0 | 1.25 | 0.34 | 0 | 4% | ||||||
Seepage Out | 0.51 | 0.4 | 18.71 | 5.12 | 11 | 575 | 8 | 405 | 21.7 | 61% | ||
Cell Outflow | 0.29 | 0.2 | 10.54 | 2.89 | 6 | 301 | 4 | 212 | 20.1 | 34% | ||
Total Outflows | 0.84 | 0.6 | 30.50 | 8.35 | 17 | 876 | 12 | 617 | 20.2 | 100% | ||
Direct Sedimentation | 0 | 0 | 0 | 0 | ||||||||
Storage Uptake | 7 | 343 | 5 | 242 | ||||||||
Recycle from Storage | 1 | 73 | 1 | 51 | ||||||||
Recycle from Soil | 0 | 0 | 0 | 0 | ||||||||
Net Removal | 5 | 270 | 4 | 191 | ||||||||
Mass Balance Check | 0.00 | 0.0 | 0 | 8 | 0 | 6 | ||||||
Mass Balance Error | 0.0% | 0.7% | ||||||||||
Reduction % | 64% | 73% | 26% | |||||||||
Biomass P Storage | ||||||||||||
Initial Storage | 3 | 153 | ||||||||||
Final Storage | 7 | 355 | ||||||||||
Storage Increase | 4 | 202 | 3 | 143 | ||||||||
Uptake | 7 | 343 | 5 | 242 | ||||||||
Recycle | 1 | 73 | 1 | 51 | ||||||||
Deposition | 1 | 68 | 1 | 48 | ||||||||
Mass Balance Check | 0 | 0 | ||||||||||
Mass Balance Error | 0.0% | |||||||||||
Soil P Storage | ||||||||||||
Initial Storage | 3 | 160 | ||||||||||
Final Storage | 4 | 220 | ||||||||||
Storage Increase | 1 | 60 | 1 | 43 | ||||||||
Biomass Deposition | 1 | 68 | 1 | 48 | ||||||||
Direct Deposition | 0 | 0 | 0 | 0 | ||||||||
Soil P Release | 0 | 0 | 0 | 0 | ||||||||
Burial | 0 | 8 | 0 | 5 | ||||||||
Mass Balance Check | 0 | 0 | ||||||||||
Mass Balance Error | 0.0% | |||||||||||
Frequency Distributions | Case: | PSTA_FSC1A | ||||||||||
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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 | 4.5 | 7.1 | 0.01 | 1.00 | ||
1% | 0.00 | 10.2 | 0.0 | 0.0 | 0.00 | 0.0 | 5.5 | 8.1 | 0.01 | 1.00 | ||
5% | 0.00 | 11.5 | 0.0 | 0.0 | 0.00 | 0.0 | 6.3 | 10.3 | 0.01 | 1.00 | ||
10% | 0.00 | 14.1 | 0.0 | 0.0 | 0.00 | 0.0 | 6.7 | 12.1 | 0.01 | 1.00 | ||
20% | 0.00 | 15.4 | 0.0 | 0.0 | 0.00 | 0.0 | 7.7 | 13.0 | 0.03 | 1.00 | ||
25% | 0.00 | 16.1 | 0.0 | 0.0 | 0.00 | 0.0 | 8.5 | 14.0 | 0.10 | 1.00 | ||
50% | 0.00 | 21.0 | 0.0 | 0.0 | 0.00 | 0.0 | 13.0 | 16.7 | 0.34 | 1.00 | ||
75% | 0.00 | 35.0 | 0.1 | 0.0 | 0.00 | 0.0 | 18.3 | 23.9 | 0.40 | 1.00 | ||
80% | 0.00 | 38.4 | 0.1 | 0.0 | 0.00 | 0.0 | 20.6 | 27.1 | 0.41 | 1.00 | ||
90% | 0.00 | 53.0 | 0.1 | 0.0 | 0.00 | 0.0 | 30.4 | 34.0 | 0.42 | 1.00 | ||
95% | 0.00 | 64.0 | 0.1 | 0.0 | 0.00 | 0.0 | 36.1 | 38.5 | 0.43 | 1.00 | ||
99% | 0.00 | 64.0 | 0.2 | 0.0 | 0.00 | 0.0 | 40.4 | 41.1 | 0.44 | 1.00 | ||
100% | 0.00 | 75.0 | 0.2 | 0.0 | 0.00 | 0.1 | 43.8 | 43.8 | 0.45 | 1.00 | ||
Mean | 0.00 | 27.5 | 0.0 | 0.0 | 0.00 | 0.0 | 15.5 | 20.0 | 0.26 | 1.00 | ||
StdDev | 0.00 | 15.2 | 0.0 | 0.0 | 0.00 | 0.0 | 9.0 | 8.6 | 0.16 | 0.00 | ||
CV | 0.66 | 0.55 | 0.92 | 0.97 | 1.11 | 0.58 | 0.43 | 0.60 | ||||
Q-WtdMn | 27.1 | 20.1 | 20.1 | |||||||||
* Conc on Days with Flow > | 0.01 | & Depth > | 1 | m |