DMSTA Simulation Results Case: MD_N3_EMER_C Period: 03/01/99 to 02/28/01
Case: Macrophyte Dryout Study - North 3 - Emergent Control
Input Series MDOS_N3 Tanks in Series 1.3 Surface Area (km2) 0.0000
Simulation Period 03/01/99 thru 02/28/01 Mean Water Load  (cm/d) 2.8 Bypass Volume 0.0%
Output Period 03/01/99 thru 02/28/01 Max Water Load (cm/d) 2.8 Mean Depth (cm) 40
Startup Interval (days) 366 Iterations 1 Inflow Conc  (ppb) 95.9 Max Depth (cm) 40
Avg Interval (days) 7 Inflow P Load (mg/m2-yr) 740 Freq Depth <  5 cm 0.0%
Parameter Set:   none Outflow FWM  Conc (ppb) 22.9 Load Reduction 77%
K  (m/yr) 37.05 Sm (mg/m2)  0 Outflow C with Bypass 22.9 Time Freq Conc > 10 ppb 100%
C1 (ppb) 22.0 Sp (mg/m2) 0 95th Percentile (ppb) 27.2 Vol Freq Conc > 10 ppb 100%
C0  (ppb) 4.0 Qout Intercept 0.0 Outflow Geo. Mean (ppb) 22.6 Storage Turnover (1/yr) 3.5
Zx  (cm) 60 Qout Exponent 0.0 Outflow GM,  Q>0 (ppb) 22.6 Mean Stored P (mg/m2) 819
Wtr Bal Error 0.0% Knet-Plug Flow (m/yr) 13.6 Storage Inc/Net Removal 26%
Mass B Error 0.0% Knet-NCSTR (m/yr) 25.7 Outfl. Seepage (cm/d/cm) 0
Calibration  Statistics for Period: 03/01/00 thru 02/28/01 Mean Mean
Count Observed Predicted Residual Resid% RSE% R2
Mean Depth (cm) 52 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) 52 27.3 23.2 4.1 18%
Geometric Mean Conc (ppb) 52 23.3 23.0 0.3 1% 40% 11%
Mean Conc (ppb) 52 26.0 23.1 2.9 13% 53% 4%
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) 52 0.65 0.55 0.10 18% 64% 33%
 
 
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02