DMSTA Simulation Results				Case:	OEW_1_15_8997		Period:	07/01/88	to	12/31/97
Case:	Orlando Easterly Wetlands, Cells 1-15 (excluding lake); calibrated to 1989-1997; C1 = ?
Input Series		oew_1_15			Tanks in Series		6.0	Surface Area (km2)		3.1800
Simulation Period		07/01/83	thru	12/31/97	Mean Water Load  (cm/d)		2.0	Mean Depth (cm)		76
Output Period		07/01/88	thru	12/31/97	Max Water Load (cm/d)		3.5	Max Depth (cm)		76
Startup Interval (days)		1827	Iterations	1	Inflow Conc  (ppb)		283.1	Freq Depth <  5 cm		0.0%
Avg Interval (days)		30			Inflow P Load (mg/m2-yr)		1680	Load Reduction		82%
Parameter Set:		none			Outflow FWM  Conc (ppb)		50.2	Time Freq Conc > 10 ppb		100%
K  (m/yr)		14.69	Sm (mg/m2)	0	Outflow C with Bypass		50.2	Vol Freq Conc > 10 ppb		100%
C1 (ppb)		66.0	Sp (mg/m2)	0	95th Percentile (ppb)		80.7	Storage Turnover (1/yr)		45.0
C0  (ppb)		4.0	Qout Intercept	0.0	Outflow Geo. Mean (ppb)		47.2	Mean Stored P (mg/m2)		1863
Zx  (cm)		60	Qout Exponent	0.0	Outflow GM,  Q>0 (ppb)		47.2	Storage Inc/Net Removal		-18%
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		10.4	Outfl. Seepage (cm/d/cm)		0
Mass B Error		-0.6%			Knet-NCSTR (m/yr)		12.0	Seepage Loss		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:			07/01/88	thru	12/31/97
Inflow P Conc (ppb)  =		284				Mean	Mean
HLR (cm/d) =		1.6	Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			115	77.4	76.2	1.2	2%	2%	0%
Flow (cm/day)			0	#N/A	#N/A	#N/A	#N/A	#N/A	#N/A
Flow-Wtd-Mean Conc (ppb)			115	52.7	50.4	2.3	5%
Geometric Mean Conc (ppb)			115	46.3	47.4	-1.1	-2%	44%	13%
Mean Conc (ppb)			115	53.7	51.6	2.1	4%	50%	14%
Outflow Load (mg/m2-d)			0	#N/A	#N/A	#N/A	#N/A	#N/A	#N/A
Pred Q x Conc (mg/m2-d)			115	0.86	0.82	0.04	5%	51%	13%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
10/29/03