DMSTA Simulation Results				Case:	STAOpt_10N_C_T		Period:	01/01/99	to	03/31/02
Case:	STA Optimization test cells 10 North (Control HLR)
Input Series		STAOpt10N			Tanks in Series		6.0	Surface Area (km2)		0.0022
Simulation Period		08/01/98	thru	03/31/02	Mean Water Load  (cm/d)		4.0	Bypass Volume		0.0%
Output Period		01/01/99	thru	03/31/02	Max Water Load (cm/d)		12.6	Mean Depth (cm)		96
Startup Interval (days)		823	Iterations	1	Inflow Conc  (ppb)		70.2	Max Depth (cm)		104
Avg Interval (days)		7			Inflow P Load (mg/m2-yr)		737	Freq Depth <  5 cm		0.0%
Parameter Set:		EMERG			Outflow FWM  Conc (ppb)		21.6	Load Reduction		70%
K  (m/yr)		15.70	Sm (mg/m2)	0	Outflow C with Bypass		21.6	Time Freq Conc > 10 ppb		100%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		21.5	Vol Freq Conc > 10 ppb		100%
C0  (ppb)		4.0	Qout Intercept	0.0	Outflow Geo. Mean (ppb)		19.5	Storage Turnover (1/yr)		2.7
Zx  (cm)		60	Qout Exponent	0.0	Outflow GM,  Q>0 (ppb)		19.5	Mean Stored P (mg/m2)		1459
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		16.1	Storage Inc/Net Removal		40%
Mass B Error		-0.1%			Knet-NCSTR (m/yr)		17.8	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:			11/01/00	thru	09/30/01	Mean	Mean
			Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			48	98.0	98.0	0.0	0%	0%	97%
Flow (cm/day)			0	#N/A	#N/A	#N/A	#N/A	#N/A	#N/A
Flow-Wtd-Mean Conc (ppb)			48	21.6	19.3	2.2	12%
Geometric Mean Conc (ppb)			48	20.8	19.3	1.5	8%	22%	0%
Mean Conc (ppb)			48	21.3	19.3	2.0	11%	23%	0%
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)			48	0.65	0.58	0.07	12%	25%	50%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/11/02