DMSTA Simulation Results Case: IronBridge Period: 01/01/90 to 12/31/98
Case: Iron Bridge - Outlet Station = average of MM7 & MM8
Input Series IB_MM78 Tanks in Series 6.0 Surface Area (km2) 3.1100
Simulation Period 01/01/90 thru 12/31/98 Mean Water Load  (cm/d) 2.0 Bypass Volume 0.0%
Output Period 01/01/90 thru 12/31/98 Max Water Load (cm/d) 2.5 Mean Depth (cm) 51
Startup Interval (days) 1461 Iterations 1 Inflow Conc  (ppb) 201.2 Max Depth (cm) 64
Avg Interval (days) 30 Inflow P Load (mg/m2-yr) 988 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 37.3 Load Reduction 82%
K  (m/yr) 16.02 Sm (mg/m2)  0 Outflow C with Bypass 37.3 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 50.0 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.4 Outflow Geo. Mean (ppb) 37.5 Storage Turnover (1/yr) 6.2
Zx  (cm) 60 Qout Exponent 3.5 Outflow GM,  Q>0 (ppb) 37.5 Mean Stored P (mg/m2) 3491
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 10.3 Storage Inc/Net Removal 3%
Mass B Error 0.0% Knet-NCSTR (m/yr) 12.0 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 01/01/94 thru 12/31/98 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 58 38.5 35.3 3.3 9%
Geometric Mean Conc (ppb) 58 35.1 35.4 -0.3 -1% 41% 2%
Mean Conc (ppb) 58 38.7 35.3 3.4 10% 39% 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) 58 0.69 0.63 0.06 9% 37% 11%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02