DMSTA Simulation Results				Case:	THONOTO		Period:	10/1/1980	to	9/30/1991
Case:	Lake Thonotosassa; inflows not gauged; inflow time series smoothed (14-day rolling average) to eliminate negative inflows
Input Series		THONOTO_AVG			Tanks in Series		2.0	Surface Area (km2)		3.3200
Simulation Period		10/03/75	thru	09/30/91	Mean Water Load  (cm/d)		3.1	Mean Depth (cm)		152
Output Period		10/01/80	thru	09/30/91	Max Water Load (cm/d)		45.0	Max Depth (cm)		349
Calib Period		10/01/81		09/30/91	Inflow Conc  (ppb)		1095.6	Freq Depth <  5 cm		0.0%
Startup Interval (days)		2190	Iterations	-5	Inflow P Load (mg/m2-yr)		11249	Load Reduction		34%
Avg Interval (days)		30	Wtr Bal Error	0.0%	Outflow FWM  Conc (ppb)		749.7	Conc Reduction		32%
Parameter Set:		none	Mass B Error	0.0%	Outflow C with Bypass		749.7	Time Freq Conc > 10 ppb		100%
K (m/yr)		4.710	Kd (m/yr)	0	95th Percentile (ppb)		1132.9	K - SS, C*=4 ppb (m/yr)		4.6
C1 (ppb)		150.0	Weir Depth (cm)	120	Outflow Geo. Mean (ppb)		710.3	Storage Turnover (1/yr)		158.3
C0  (ppb)		4.0	Cont Depth (cm)	0	Outflow GM,  Q>0 (ppb)		711.2	Mean Stored P (mg/m2)		5633
C2 (ppb)		0	Qout Intercept	0.3	Seepage Loss		0%	Storage Inc/Net Removal		0%
Zx  (cm)		40	Qout Exponent	1.5	HRT (days)		56.0	Outfl. Seepage (cm/d/cm)		0
Ki	E/m2-d	0	0	Model 2	Mean Biomass (g/m2)		#N/A	Biomass Turnover (1/yr)		#N/A
Kb	1/d	0	0	"	Gross PP  (g/m2-d)		#N/A	Total Resp (g/m2-d)		#N/A
Kr	1/d/g/m2	0	0	"
Ka	1/d	0	0	"
Kc	ppb	0	0	"
Ke	1/d	0	0	"
Ku	mg/m2	0	0	"
Calibration  Statistics for Period:			10/01/81	thru	09/30/91
						Mean	Mean
Inflow P Conc (ppb)  =		1108	Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			121	156.3	153.6	2.7	2%	4%	90%
Flow (cm/day)			121	2.74	2.88	-0.14	-5%	15%	98%
Flow-Wtd-Mean Conc (ppb)			121	768.5	760.4	8.2	1%
Geometric Mean Conc (ppb)			121	725.4	733.3	-7.9	-1%	29%	40%
Mean Conc (ppb)			121	776.7	765.8	10.9	1%	28%	46%
Outflow Load (mg/m2-d)			121	21.02	21.89	-0.87	-4%	31%	94%
Pred Q x Conc (mg/m2-d)			121	22.12	21.89	0.24	1%	25%	96%
Conc Reduction (%)			121	31%	31%	-0.01	-1%
Obs Load2 = Predicted Flow x Observed Conc
Green lines on x axis of concentration plots indicate model calibration period.  Statistics at top of sheet are for entire output period.
03/02/05