Case: PSTA_FSC3A Period: 07/01/01 to 12/23/02
Case: PSTA Field Scale Cell 3, Scraped to Caprock, With Inflow & Outflow Seepage, Calib Dec 2001 -
Input Series PSTA_FSC3 Tanks in Series 4.2 Surface Area (km2) 0.0194
Simulation Period 09/06/00 thru 12/23/02 Mean Water Load  (cm/d) 9.3 Bypass Volume 0.0%
Output Period 07/01/01 thru 12/23/02 Max Water Load (cm/d) 17.2 Mean Depth (cm) 32
Startup Interval (days) 451 Iterations 1 Inflow Conc  (ppb) 30.2 Max Depth (cm) 40
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 1001 Freq Depth <  5 cm 7.5%
Parameter Set:   none Outflow FWM  Conc (ppb) 18.1 Load Reduction 44%
K  (m/yr) 20.25 Sm (mg/m2)  0 Outflow C with Bypass 18.1 Time Freq Conc > 10 ppb 71%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 36.2 Vol Freq Conc > 10 ppb 91%
C0  (ppb) 4.0 Qout Intercept 2.0 Outflow Geo. Mean (ppb) 13.4 Storage Turnover (1/yr) 1.9
Zx  (cm) 0 Qout Exponent 4.0 Outflow GM,  Q>0 (ppb) 14.7 Mean Stored P (mg/m2) 316
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 17.6 Storage Inc/Net Removal 72%
Mass B Error 0.3% Knet-NCSTR (m/yr) 18.7 Outfl. Seepage (cm/d/cm) 0.01
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
03/25/03