DMSTA Simulation Results				Case:	STA-6		Period:	09/01/97	to	03/31/02
Case:	Stormwater Treatment Area 6
Input Series		STA6_All			Tanks in Series		3.0	Surface Area (km2)		3.5206
Simulation Period		09/01/97	thru	03/31/02	Mean Water Load  (cm/d)		5.1	Bypass Volume		0.0%
Output Period		09/01/97	thru	03/31/02	Max Water Load (cm/d)		31.8	Mean Depth (cm)		40
Startup Interval (days)		1034	Iterations	1	Inflow Conc  (ppb)		80.5	Max Depth (cm)		88
Avg Interval (days)		7			Inflow P Load (mg/m2-yr)		1944	Freq Depth <  5 cm		13.0%
Parameter Set:		none			Outflow FWM  Conc (ppb)		23.3	Load Reduction		81%
K  (m/yr)		42.73	Sm (mg/m2)	0	Outflow C with Bypass		23.3	Time Freq Conc > 10 ppb		50%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		31.9	Vol Freq Conc > 10 ppb		100%
C0  (ppb)		4.0	Qout Intercept	0.9	Outflow Geo. Mean (ppb)		31.1	Storage Turnover (1/yr)		5.7
Zx  (cm)		60	Qout Exponent	4.0	Outflow GM,  Q>0 (ppb)		17.1	Mean Stored P (mg/m2)		983
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		25.7	Storage Inc/Net Removal		18%
Mass B Error		0.2%			Knet-NCSTR (m/yr)		31.9	Outfl. Seepage (cm/d/cm)		0.03
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:			07/01/00	thru	03/31/02	Mean	Mean
			Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			92	46.2	47.1	-0.9	-2%	11%	95%
Flow (cm/day)			92	2.82	3.01	-0.19	-6%	37%	95%
Flow-Wtd-Mean Conc (ppb)			56	20.4	23.9	-3.5	-15%
Geometric Mean Conc (ppb)			56	19.1	19.0	0.1	1%	58%	12%
Mean Conc (ppb)			56	24.1	21.0	3.1	15%	80%	11%
Outflow Load (mg/m2-d)			92	0.65	0.86	-0.20	-24%	199%	12%
Pred Q x Conc (mg/m2-d)			67	1.01	1.18	-0.17	-15%	186%	0%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02