Calibration Charts | Case = HARNEY , Cell = - | 05/31/05 | |||||||||||||||||
compiled by burns & mcdonnell | |||||||||||||||||||
Simulation Period | 10/01/90 | 08/31/03 | |||||||||||||||||
Output Period: | 10/01/90 | 08/31/03 | |||||||||||||||||
Calibration Period: | 10/01/91 | 08/31/03 | |||||||||||||||||
Predicted Values for Calibration Period | Calibration Set: | RES_3 | Paired Observed & Predicted Values | FW | Not FW | GM / | |||||||||||||
Mean Depth | 288 | 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 | 17.6 | cm/d | C1 | 150 | ppb | Count | 135 | 146 | 146 | 146 | 146 | 146 | |||||||
Mean P Load | 5024 | mg/m2-yr | C2 | 0 | ppb | Observed | 279.7 | 17.6 | 14.91 | 84.9 | 78.1 | 78.0 | 0.92 | ||||||
Mean Flow/Width | 1135 | m2/day | Z1 | 40 | cm | Predicted | 287.6 | 17.6 | 13.42 | 76.1 | 71.5 | 71.2 | 0.94 | ||||||
Hydraulic Resid Time | 16 | days | Z2 | 100 | cm | Mean Resid | -7.9 | -0.1 | 1.49 | 8.8 | 6.6 | 6.8 | -0.02 | ||||||
Inflow Conc | 78 | ppb | Z3 | 400 | cm | Bias % | -3% | 0% | 11% | 12% | 9% | 10% | -2% | ||||||
FWM Outflow Conc | 76 | ppb | Avg Int | 30 | days | Residual SE% | 6% | 4% | 4% | 36% | 23% | 23% | |||||||
GeoMn Outflow Conc | 71 | ppb | Area | 29.93 | km2 | ||||||||||||||
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green line on axis = calibration period | red symbols = observed | blue lines /symbols = predicted | Resid = observed - predicted, conc log-transformed |