DMSTA Simulation Results Case: C111_E2 Period: 01/01/97 to 12/31/00
Case: C111 - Periphyton Area - East Transect - Inflow from E1/W1
Input Series E2_Q2 Tanks in Series 2.0 Surface Area (km2) 3.7576
Simulation Period 01/01/95 thru 12/31/00 Mean Water Load  (cm/d) 9.2 Bypass Volume 0.0%
Output Period 01/01/97 thru 12/31/00 Max Water Load (cm/d) 48.7 Mean Depth (cm) 9
Startup Interval (days) 1673 Iterations 1 Inflow Conc  (ppb) 6.6 Max Depth (cm) 26
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 266 Freq Depth <  5 cm 2.7%
Parameter Set:   none Outflow FWM  Conc (ppb) 6.7 Load Reduction -2%
K  (m/yr) 20.47 Sm (mg/m2)  0 Outflow C with Bypass 6.7 Time Freq Conc > 10 ppb 5%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 10.6 Vol Freq Conc > 10 ppb 9%
C0  (ppb) 4.0 Qout Intercept 5.0 Outflow Geo. Mean (ppb) 5.9 Storage Turnover (1/yr) 0.6
Zx  (cm) 0 Qout Exponent 2.0 Outflow GM,  Q>0 (ppb) 5.9 Mean Stored P (mg/m2) 69
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 6.7 Storage Inc/Net Removal 21%
Mass B Error 0.1% Knet-NCSTR (m/yr) 7.0 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 08/01/99 thru 12/31/00 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 19 12.1 12.1 0.0 0% 71% 0%
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 35 7.5 6.8 0.7 10%
Geometric Mean Conc (ppb) 35 6.3 6.4 -0.1 -1% 35% 0%
Mean Conc (ppb) 35 6.8 6.6 0.2 3% 38% 0%
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) 35 1.15 1.04 0.11 10% 38% 72%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02