Calibration Charts			Case = THONOTO ,  Cell  =  -															05/31/05
								inflow volumes not gauged (inferred from water budget)
Simulation Period			10/01/80	09/30/91				estimate inflows smoothed to eliminate negative values
Output Period:			10/01/80	09/30/91
Calibration Period:			10/01/81	09/30/91
Predicted Values for Calibration Period						Calibration Set:		RES_3		Paired Observed & Predicted Values						FW	Not FW	GM /
Mean Depth			152	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			2.8	cm/d		C1	150	ppb		Count		122	122	122	122	122	122
Mean P Load			11781	mg/m2-yr		C2	0	ppb		Observed		156.1	2.7	20.89	766.7	724.7	724.9	0.95
Mean Flow/Width			68	m2/day		Z1	40	cm		Predicted		151.7	2.8	22.12	803.8	770.7	771.5	0.96
Hydraulic Resid Time			54	days		Z2	100	cm		Mean Resid		4.4	0.0	-1.22	-37.1	-46.0	-46.5	-0.01
Inflow Conc			1144	ppb		Z3	400	cm		Bias %		3%	-1%	-6%	-5%	-6%	-6%	-1%
FWM Outflow Conc			804	ppb		Avg Int	30	days		Residual SE%		5%	13%	13%	43%	29%	29%
GeoMn Outflow Conc			771	ppb		Area	3.32	km2
green line on axis  = calibration period					red symbols = observed				blue lines /symbols = predicted				Resid = observed - predicted,   conc log-transformed