DMSTA Simulation Results				Case:	STAOpt_8N		Period:	01/01/99	to	10/31/01
Case:	STA Optimization test cells 08 North (Low HLR - Then Pulsed)
Input Series		STAOpt08N			Tanks in Series		6.0	Surface Area (km2)		0.0022
Simulation Period		08/01/98	thru	10/31/01	Mean Water Load  (cm/d)		2.4	Bypass Volume		0.0%
Output Period		01/01/99	thru	10/31/01	Max Water Load (cm/d)		5.9	Mean Depth (cm)		70
Startup Interval (days)		823	Iterations	1	Inflow Conc  (ppb)		70.1	Max Depth (cm)		142
Avg Interval (days)		7			Inflow P Load (mg/m2-yr)		730	Freq Depth <  5 cm		0.0%
Parameter Set:		none			Outflow FWM  Conc (ppb)		17.1	Load Reduction		77%
K  (m/yr)		22.59	Sm (mg/m2)	0	Outflow C with Bypass		17.1	Time Freq Conc > 10 ppb		63%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		22.7	Vol Freq Conc > 10 ppb		94%
C0  (ppb)		4.0	Qout Intercept	0.0	Outflow Geo. Mean (ppb)		12.8	Storage Turnover (1/yr)		2.6
Zx  (cm)		60	Qout Exponent	0.0	Outflow GM,  Q>0 (ppb)		14.3	Mean Stored P (mg/m2)		883
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		10.8	Storage Inc/Net Removal		17%
Mass B Error		-0.2%			Knet-NCSTR (m/yr)		12.3	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	54.1	52.7	1.4	3%	9%	98%
Flow (cm/day)			0	#N/A	#N/A	#N/A	#N/A	#N/A	#N/A
Flow-Wtd-Mean Conc (ppb)			45	17.9	17.8	0.1	1%
Geometric Mean Conc (ppb)			45	18.1	18.5	-0.4	-2%	46%	0%
Mean Conc (ppb)			45	19.2	18.8	0.4	2%	48%	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	0.51	0.51	0.00	1%	54%	26%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02