Calibration Charts | Case = HARNEY_2 , Cell = - | 05/31/05 | |||||||||||||||||
compiled by WSI | |||||||||||||||||||
Simulation Period | 01/01/89 | 12/31/98 | |||||||||||||||||
Output Period: | 01/01/89 | 12/31/98 | |||||||||||||||||
Calibration Period: | 01/01/90 | 12/31/98 | |||||||||||||||||
Predicted Values for Calibration Period | Calibration Set: | RES_3 | Paired Observed & Predicted Values | FW | Not FW | GM / | |||||||||||||
Mean Depth | 204 | cm | K | 5.0 | 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 | 22.1 | cm/d | C1 | 150 | ppb | Count | 110 | 110 | 110 | 110 | 110 | 110 | |||||||
Mean P Load | 3930 | mg/m2-yr | C2 | 0 | ppb | Observed | 201.1 | 22.2 | 11.28 | 50.8 | 49.4 | 49.3 | 0.97 | ||||||
Mean Flow/Width | 1533 | m2/day | Z1 | 40 | cm | Predicted | 204.2 | 22.2 | 10.40 | 46.9 | 44.7 | 44.6 | 0.95 | ||||||
Hydraulic Resid Time | 9 | days | Z2 | 100 | cm | Mean Resid | -3.2 | 0.0 | 0.87 | 3.9 | 4.7 | 4.7 | 0.02 | ||||||
Inflow Conc | 49 | ppb | Z3 | 400 | cm | Bias % | -2% | 0% | 8% | 8% | 11% | 10% | 2% | ||||||
FWM Outflow Conc | 47 | ppb | Avg Int | 30 | days | Residual SE% | 6% | #N/A | 0% | 30% | 30% | 30% | |||||||
GeoMn Outflow Conc | 45 | ppb | Area | 24.52 | km2 | ||||||||||||||
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green line on axis = calibration period | red symbols = observed | blue lines /symbols = predicted | Resid = observed - predicted, conc log-transformed |