DMSTA Simulation Results				Case:	STAOpt_9N		Period:	01/01/99	to	10/31/01
Case:	STA Optimization test cells 09 North (High HLR - Then Pulsed)
Input Series		STAOpt09N			Tanks in Series		6.0	Surface Area (km2)		0.0022
Simulation Period		08/01/98	thru	10/31/01	Mean Water Load  (cm/d)		9.6	Bypass Volume		0.0%
Output Period		01/01/99	thru	10/31/01	Max Water Load (cm/d)		21.1	Mean Depth (cm)		93
Startup Interval (days)		823	Iterations	1	Inflow Conc  (ppb)		69.1	Max Depth (cm)		114
Avg Interval (days)		7			Inflow P Load (mg/m2-yr)		1095	Freq Depth <  5 cm		0.0%
Parameter Set:		none			Outflow FWM  Conc (ppb)		32.4	Load Reduction		53%
K  (m/yr)		23.93	Sm (mg/m2)	0	Outflow C with Bypass		32.4	Time Freq Conc > 10 ppb		90%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		38.8	Vol Freq Conc > 10 ppb		100%
C0  (ppb)		4.0	Qout Intercept	0.0	Outflow Geo. Mean (ppb)		27.9	Storage Turnover (1/yr)		4.9
Zx  (cm)		60	Qout Exponent	0.0	Outflow GM,  Q>0 (ppb)		28.4	Mean Stored P (mg/m2)		1868
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		26.2	Storage Inc/Net Removal		37%
Mass B Error		0.0%			Knet-NCSTR (m/yr)		28.0	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:			11/01/00	thru	09/30/01	Mean	Mean
			Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			48	92.7	92.5	0.2	0%	1%	97%
Flow (cm/day)			0	#N/A	#N/A	#N/A	#N/A	#N/A	#N/A
Flow-Wtd-Mean Conc (ppb)			43	32.9	27.8	5.0	18%
Geometric Mean Conc (ppb)			43	28.1	29.6	-1.5	-5%	30%	0%
Mean Conc (ppb)			43	29.5	29.8	-0.3	-1%	31%	7%
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	1.21	1.02	0.18	18%	66%	85%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02