DMSTA Simulation Results Case: Cell-1 Period: 02/01/95 to 02/28/99
Case: ENRP Cell 1 
Input Series Cell1_f Tanks in Series 3.0 Surface Area (km2) 4.6810
Simulation Period 02/01/95 thru 02/28/99 Mean Water Load  (cm/d) 4.4 Bypass Volume 0.0%
Output Period 02/01/95 thru 02/28/99 Max Water Load (cm/d) 23.0 Mean Depth (cm) 69
Startup Interval (days) 486 Iterations 1 Inflow Conc  (ppb) 73.5 Max Depth (cm) 99
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 550 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 39.5 Load Reduction 46%
K  (m/yr) 5.79 Sm (mg/m2)  0 Outflow C with Bypass 39.5 Time Freq Conc > 10 ppb 94%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 55.9 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 30.6 Storage Turnover (1/yr) 1.0
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 31.0 Mean Stored P (mg/m2) 1290
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 7.9 Storage Inc/Net Removal 67%
Mass B Error 0.3% Knet-NCSTR (m/yr) 8.7 Outfl. Seepage (cm/d/cm) 0.008
Calibration  Statistics for Period: 06/01/96 thru 02/28/99 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 143 67.9 67.7 0.2 0% 1% 100%
Flow (cm/day) 143 2.83 2.55 0.28 11% 29% 82%
Flow-Wtd-Mean Conc (ppb) 142 35.7 31.6 4.0 13%
Geometric Mean Conc (ppb) 142 36.0 27.7 8.2 30% 54% 0%
Mean Conc (ppb) 142 38.7 28.3 10.4 37% 55% 0%
Outflow Load (mg/m2-d) 143 0.98 0.81 0.17 20% 70% 0%
Pred Q x Conc (mg/m2-d) 143 0.92 0.81 0.10 13% 68% 15%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02