Calibration Charts | Case = STA2 , Cell = C3 | 05/31/05 | |||||||||||||||||
STA2 Cells in parallel | |||||||||||||||||||
Simulation Period | 03/01/01 | 03/24/05 | Inflows = S6 + G328 + Estimated Seepage to Inflow Canal | ||||||||||||||||
Output Period: | 03/01/01 | 03/24/05 | |||||||||||||||||
Calibration Period: | 05/01/03 | 03/24/05 | |||||||||||||||||
Predicted Values for Calibration Period | Calibration Set: | SAV_3 | Paired Observed & Predicted Values | FW | Not FW | GM / | |||||||||||||
Mean Depth | 87 | cm | K | 52.5 | m/yr | Depth | Flow | Load | FWM | GM | GM | FWM | |||||||
Frequency Z < 10 cm | 0% | C0 | 3.0 | ppb | cm | cm/d | mg/m2-d | ppb | ppb | ppb | - | ||||||||
Mean Hyd Load | 5.0 | cm/d | C1 | 22 | ppb | Count | 24 | 24 | 24 | 23 | 23 | 23 | |||||||
Mean P Load | 1778 | mg/m2-yr | C2 | 300 | ppb | Observed | 80.1 | 4.9 | 0.72 | 14.9 | 14.6 | 15.6 | 0.98 | ||||||
Mean Flow/Width | 284 | m2/day | Z1 | 40 | cm | Predicted | 87.3 | 4.8 | 0.87 | 18.0 | 11.2 | 9.9 | 0.63 | ||||||
Hydraulic Resid Time | 18 | days | Z2 | 100 | cm | Mean Resid | -7.3 | 0.0 | -0.14 | -3.1 | 3.3 | 5.7 | 0.35 | ||||||
Inflow Conc | 98 | ppb | Z3 | 400 | cm | Bias % | -8% | 1% | -17% | -17% | 30% | 58% | 57% | ||||||
FWM Outflow Conc | 18 | ppb | Avg Int | 30 | days | Residual SE% | 28% | 24% | 21% | 158% | 59% | 59% | |||||||
GeoMn Outflow Conc | 11 | ppb | Area | 9.1911 | km2 | ||||||||||||||
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green line on axis = calibration period | red symbols = observed | blue lines /symbols = predicted | Resid = observed - predicted, conc log-transformed |