DMSTA Simulation Results Case: Cell-3 Period: 02/01/95 to 09/30/01
Case: ENRP Cell 3
Input Series Cell3_f Tanks in Series 3.0 Surface Area (km2) 3.4786
Simulation Period 02/01/95 thru 09/30/01 Mean Water Load  (cm/d) 6.3 Bypass Volume 0.0%
Output Period 02/01/95 thru 09/30/01 Max Water Load (cm/d) 53.9 Mean Depth (cm) 48
Startup Interval (days) 486 Iterations 1 Inflow Conc  (ppb) 36.9 Max Depth (cm) 106
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 518 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 21.0 Load Reduction 40%
K  (m/yr) 20.95 Sm (mg/m2)  0 Outflow C with Bypass 21.0 Time Freq Conc > 10 ppb 94%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 30.8 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 19.9 Storage Turnover (1/yr) 1.8
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 20.1 Mean Stored P (mg/m2) 783
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 11.8 Storage Inc/Net Removal 9%
Mass B Error -0.1% Knet-NCSTR (m/yr) 13.0 Outfl. Seepage (cm/d/cm) 0.008
Calibration  Statistics for Period: 06/01/96 thru 09/30/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 278 48.7 48.3 0.3 1% 3% 99%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 273 20.2 19.3 0.8 4%
Geometric Mean Conc (ppb) 273 19.4 19.6 -0.1 -1% 32% 11%
Mean Conc (ppb) 273 20.7 20.1 0.6 3% 38% 7%
Outflow Load (mg/m2-d) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Pred Q x Conc (mg/m2-d) 278 1.00 0.96 0.04 4% 55% 71%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02