Output Tables | Dates: | 07/01/01 | thru | 11/30/02 | ||||||||
Case: | PSTA_FSC2A | Input Series: | PSTA_FSC2 | |||||||||
Descr: | PSTA Field Scale Cell 2, Limerock, Sinuous, Calib Dec 2001 - | |||||||||||
Cell Water & Mass Balances | Case: | PSTA_FSC2A | ||||||||||
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 | 8 | 386 | |||||||||
Final Storage | 0.01 | 19 | 928 | |||||||||
Storage Increase | 0.00 | 0.0 | 0.12 | 0.03 | 11 | 542 | 8 | 382 | ||||
External Inflow | 1.11 | 0.8 | 39.18 | 10.73 | 29 | 1475 | 21 | 1040 | 26.5 | 96% | ||
Rainfall | 0.04 | 0.0 | 1.58 | 0.43 | 1 | 51 | 1 | 36 | 22.7 | 4% | ||
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 | 1.15 | 0.8 | 40.76 | 11.16 | 30 | 1525 | 21 | 1076 | 26.4 | 100% | ||
Evapotranspiration | 0.03 | 0.0 | 1.20 | 0.33 | 3% | |||||||
Seepage Lost | 0.59 | 0.4 | 20.91 | 5.72 | 11 | 533 | 8 | 376 | 18.0 | 51% | ||
Seepage Retained in Soil | 0.00 | 0 | 0 | 0 | 0 | 0% | ||||||
Cell Outflow | 0.52 | 0.4 | 18.53 | 5.07 | 8 | 389 | 5 | 274 | 14.8 | 45% | ||
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 | 0.52 | 0.4 | 18.53 | 5.07 | 8 | 0 | 5 | 274 | 14.8 | 45% | ||
Total Outflow | 1.15 | 0.8 | 40.64 | 11.13 | 18 | 922 | 13 | 650 | 16.0 | 100% | ||
Burial | 0.00 | 0 | 15 | 0 | 11 | |||||||
Mass Balance Check | 0.00 | 1 | 46 | 1 | 33 | 0% | ||||||
Mass Balance Error | 0.0% | 3.0% | 2 | 0% | ||||||||
Reduction % | 0.53 | 74% | 44% | |||||||||
Water Column | ||||||||||||
Initial Storage | 0.00 | 0 | 2 | 9.9 | 0% | |||||||
Final Storage | 0.01 | 0 | 12 | 37.0 | 1% | |||||||
Storage Increase | 0.00 | 0.0 | 0.12 | 0.03 | 0 | 11 | 0 | 7 | 0% | |||
Antecedent Soil Release | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Cell Inflow | 1.11 | 0.8 | 39.18 | 10.73 | 29 | 1475 | 21 | 1040 | 26.5 | 96% | ||
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 | 4% | ||
Seepage In | 0.00 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0% | |||
Total Inflows | 1.15 | 0.8 | 40.76 | 11.16 | 30 | 1525 | 21 | 1076 | 26.4 | 100% | ||
ET | 0.03 | 0.0 | 1.20 | 0.33 | 0 | 3% | ||||||
Seepage Out | 0.59 | 0.4 | 20.91 | 5.72 | 11 | 533 | 8 | 376 | 18.0 | 51% | ||
Cell Outflow | 0.52 | 0.4 | 18.53 | 5.07 | 8 | 389 | 5 | 274 | 14.8 | 45% | ||
Total Outflows | 1.15 | 0.8 | 40.64 | 11.13 | 18 | 922 | 13 | 650 | 16.0 | 100% | ||
Direct Sedimentation | 0 | 0 | 0 | 0 | ||||||||
Storage Uptake | 18 | 877 | 12 | 618 | ||||||||
Recycle from Storage | 7 | 330 | 5 | 233 | ||||||||
Recycle from Soil | 0 | 0 | 0 | 0 | ||||||||
Net Removal | 11 | 546 | 8 | 385 | ||||||||
Mass Balance Check | 0.00 | 0.0 | 1 | 46 | 1 | 33 | ||||||
Mass Balance Error | 0.0% | 3.0% | ||||||||||
Reduction % | 53% | 74% | 44% | |||||||||
Biomass P Storage | ||||||||||||
Initial Storage | 4 | 190 | ||||||||||
Final Storage | 11 | 536 | ||||||||||
Storage Increase | 7 | 347 | 5 | 245 | ||||||||
Uptake | 18 | 877 | 12 | 618 | ||||||||
Recycle | 7 | 330 | 5 | 233 | ||||||||
Deposition | 4 | 200 | 3 | 141 | ||||||||
Mass Balance Check | 0 | 0 | ||||||||||
Mass Balance Error | 0.0% | |||||||||||
Soil P Storage | ||||||||||||
Initial Storage | 4 | 195 | ||||||||||
Final Storage | 8 | 379 | ||||||||||
Storage Increase | 4 | 184 | 3 | 130 | ||||||||
Biomass Deposition | 4 | 200 | 3 | 141 | ||||||||
Direct Deposition | 0 | 0 | 0 | 0 | ||||||||
Soil P Release | 0 | 0 | 0 | 0 | ||||||||
Burial | 0 | 15 | 0 | 11 | ||||||||
Mass Balance Check | 0 | 0 | ||||||||||
Mass Balance Error | 0.0% | |||||||||||
Frequency Distributions | Case: | PSTA_FSC2A | ||||||||||
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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 | 2.3 | 2.3 | 0.01 | 1.00 | ||
1% | 0.00 | 10.2 | 0.0 | 0.0 | 0.00 | 0.0 | 2.9 | 2.9 | 0.01 | 1.00 | ||
5% | 0.00 | 11.4 | 0.0 | 0.0 | 0.00 | 0.0 | 4.1 | 4.1 | 0.01 | 1.00 | ||
10% | 0.00 | 13.0 | 0.0 | 0.0 | 0.00 | 0.0 | 4.6 | 6.2 | 0.01 | 1.00 | ||
20% | 0.00 | 15.0 | 0.0 | 0.0 | 0.00 | 0.0 | 5.3 | 8.5 | 0.01 | 1.00 | ||
25% | 0.00 | 15.2 | 0.0 | 0.0 | 0.00 | 0.0 | 5.6 | 9.4 | 0.05 | 1.00 | ||
50% | 0.00 | 20.0 | 0.0 | 0.0 | 0.00 | 0.0 | 10.2 | 11.2 | 0.27 | 1.00 | ||
75% | 0.00 | 34.5 | 0.1 | 0.0 | 0.00 | 0.0 | 13.5 | 16.3 | 0.31 | 1.00 | ||
80% | 0.00 | 37.3 | 0.1 | 0.0 | 0.00 | 0.0 | 15.6 | 18.4 | 0.31 | 1.00 | ||
90% | 0.00 | 51.3 | 0.1 | 0.0 | 0.00 | 0.0 | 21.4 | 23.4 | 0.32 | 1.00 | ||
95% | 0.00 | 59.7 | 0.2 | 0.0 | 0.00 | 0.0 | 26.3 | 26.9 | 0.32 | 1.00 | ||
99% | 0.00 | 64.0 | 0.2 | 0.0 | 0.00 | 0.1 | 30.5 | 30.9 | 0.34 | 1.00 | ||
100% | 0.00 | 75.0 | 0.3 | 0.0 | 0.00 | 0.1 | 32.7 | 32.7 | 0.34 | 1.00 | ||
Mean | 0.00 | 25.9 | 0.1 | 0.0 | 0.00 | 0.0 | 11.2 | 13.2 | 0.21 | 1.00 | ||
StdDev | 0.00 | 14.9 | 0.1 | 0.0 | 0.00 | 0.0 | 6.6 | 6.5 | 0.12 | 0.00 | ||
CV | 0.67 | 0.58 | 0.98 | 0.82 | 1.03 | 0.59 | 0.49 | 0.60 | ||||
Q-WtdMn | 26.5 | 14.8 | 14.8 | |||||||||
* Conc on Days with Flow > | 0.01 | & Depth > | 1 | cm |