DMSTA Simulation Results				Case:	S332B_Basin		Period:	04/01/00	to	07/31/02
Case:	S332B Retention Area (west portion);  Using COE inflow volume data <Dec 2000 and SFWMD inflows >= Dec 2000;  Conc data suspect <= Nov 2000 for TP < 16 ppb. Seepage rates from COE Pump Test May 2000; Depths from S332B tailwater elevation; Measured outflow volumes from COE Draft Supplement to GRR (July 2003) for periods of overflow (Table 8), <= Nov 2001 (no data after that); simulation ended July 2002 when northern basin completed
Input Series		S332B			Tanks in Series		1.0	Surface Area (km2)		0.5450
Simulation Period		01/01/00	thru	07/31/02	Mean Water Load  (cm/d)		38.3	Mean Depth (cm)		8
Output Period		04/01/00	thru	07/31/02	Max Water Load (cm/d)		279.3	Max Depth (cm)		60
Startup Interval (days)		578	Iterations	1	Inflow Conc  (ppb)		11.9	Freq Depth <  5 cm		49.6%
Avg Interval (days)		1			Inflow P Load (mg/m2-yr)		1211	Load Reduction		75%
Parameter Set:		PSTA_2			Outflow FWM  Conc (ppb)		19.6	Time Freq Conc > 10 ppb		2%
K  (m/yr)		31.34	Sm (mg/m2)	0	Outflow C with Bypass		19.6	Vol Freq Conc > 10 ppb		42%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		17.9	Storage Turnover (1/yr)		1.0
C0  (ppb)		4.0	Qout Intercept	10.0	Outflow Geo. Mean (ppb)		5.5	Mean Stored P (mg/m2)		132
Zx  (cm)		0	Qout Exponent	4.0	Outflow GM,  Q>0 (ppb)		7.7	Storage Inc/Net Removal		13%
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		-298.1	Outfl. Seepage (cm/d/cm)		0.8
Mass B Error		-0.1%			Knet-NCSTR (m/yr)		-236.2	Seepage Loss		84%
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:			08/01/01	thru	07/31/02
Inflow P Conc (ppb)  =		6				Mean	Mean
HLR (cm/d) =		53.4	Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			365	14.7	14.1	0.6	4%	43%	83%
Flow (cm/day)			365	4.49	8.40	-3.91	-47%	350%	45%
Flow-Wtd-Mean Conc (ppb)			16	5.5	7.3	-1.8	-25%
Geometric Mean Conc (ppb)			16	5.3	6.5	-1.2	-18%	56%	0%
Mean Conc (ppb)			16	5.5	6.5	-2.0	-31%	91%	0%
Outflow Load (mg/m2-d)			363	0.21	0.58	-0.37	-64%	1057%	0%
Pred Q x Conc (mg/m2-d)			16	7.16	10.33	-3.17	-31%	112%	0%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
07/05/04