DMSTA Simulation Results Case: Cell-2 Period: 02/01/95 to 07/31/99
Case: ENRP Cell 2 - Depths Forced
Input Series Cell2_f Tanks in Series 3.0 Surface Area (km2) 4.1380
Simulation Period 02/01/95 thru 07/31/99 Mean Water Load  (cm/d) 6.2 Bypass Volume 0.0%
Output Period 02/01/95 thru 07/31/99 Max Water Load (cm/d) 23.4 Mean Depth (cm) 74
Startup Interval (days) 486 Iterations 1 Inflow Conc  (ppb) 78.9 Max Depth (cm) 106
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 1350 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 36.5 Load Reduction 58%
K  (m/yr) 14.19 Sm (mg/m2)  0 Outflow C with Bypass 36.5 Time Freq Conc > 10 ppb 97%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 43.1 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 33.9 Storage Turnover (1/yr) 3.1
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 34.0 Mean Stored P (mg/m2) 1970
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 16.8 Storage Inc/Net Removal 45%
Mass B Error 0.1% Knet-NCSTR (m/yr) 19.3 Outfl. Seepage (cm/d/cm) 0.008
Calibration  Statistics for Period: 06/01/96 thru 07/31/99 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 165 74.3 74.2 0.1 0% 1% 100%
Flow (cm/day) 165 4.68 4.62 0.06 1% 16% 92%
Flow-Wtd-Mean Conc (ppb) 165 38.6 36.9 1.8 5%
Geometric Mean Conc (ppb) 165 36.5 36.0 0.5 1% 33% 0%
Mean Conc (ppb) 165 38.7 36.2 2.5 7% 39% 0%
Outflow Load (mg/m2-d) 165 1.79 1.70 0.09 5% 44% 63%
Pred Q x Conc (mg/m2-d) 165 1.78 1.70 0.08 5% 42% 63%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02