DMSTA Simulation Results Case: MD_S3_EMER_C Period: 03/01/00 to 02/28/01
Case: Macrophyte Dryout Study - South 3 - Emergent Control
Input Series MDOS_S3 Tanks in Series 1.3 Surface Area (km2) 0.0000
Simulation Period 03/01/00 thru 02/28/01 Mean Water Load  (cm/d) 2.9 Bypass Volume 0.0%
Output Period 03/01/00 thru 02/28/01 Max Water Load (cm/d) 2.9 Mean Depth (cm) 40
Startup Interval (days) 214 Iterations 1 Inflow Conc  (ppb) 23.7 Max Depth (cm) 40
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 190 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 13.7 Load Reduction 44%
K  (m/yr) 32.63 Sm (mg/m2)  0 Outflow C with Bypass 13.7 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 16.4 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 13.7 Storage Turnover (1/yr) 1.5
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 13.7 Mean Stored P (mg/m2) 439
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 6.5 Storage Inc/Net Removal -94%
Mass B Error 0.0% Knet-NCSTR (m/yr) 8.7 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 10/01/00 thru 02/28/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 22 39.9 39.9 0.0 0% 0% #N/A
Flow (cm/day) 0 #N/A #N/A #N/A #N/A #N/A #N/A
Flow-Wtd-Mean Conc (ppb) 22 12.6 12.5 0.1 1%
Geometric Mean Conc (ppb) 22 12.5 12.5 0.0 0% 10% 10%
Mean Conc (ppb) 22 12.5 12.5 0.0 0% 11% 10%
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) 22 0.31 0.31 0.00 1% 14% 82%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02