DMSTA Simulation Results				Case:	STA6		Period:	09/01/97	to	12/31/02
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	12/31/02	Mean Water Load  (cm/d)		4.9	Bypass Volume		0.0%
Output Period		09/01/97	thru	12/31/02	Max Water Load (cm/d)		31.8	Mean Depth (cm)		39
Startup Interval (days)		1034	Iterations	1	Inflow Conc  (ppb)		81.0	Max Depth (cm)		88
Avg Interval (days)		30			Inflow P Load (mg/m2-yr)		1753	Freq Depth <  5 cm		13.3%
Parameter Set:		none			Outflow FWM  Conc (ppb)		21.0	Load Reduction		83%
K  (m/yr)		29.45	Sm (mg/m2)	0	Outflow C with Bypass		21.0	Time Freq Conc > 10 ppb		100%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		902.9	Vol Freq Conc > 10 ppb		100%
C0  (ppb)		2.0	Qout Intercept	0.9	Outflow Geo. Mean (ppb)		42.5	Storage Turnover (1/yr)		10.0
Zx  (cm)		60	Qout Exponent	4.0	Outflow GM,  Q>0 (ppb)		42.5	Mean Stored P (mg/m2)		1182
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		28.3	Storage Inc/Net Removal		19%
Mass B Error		0.0%			Knet-NCSTR (m/yr)		35.9	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	12/31/02	Mean	Mean
			Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			30	44.2	42.6	1.6	4%	21%	83%
Flow (cm/day)			30	2.84	2.96	-0.13	-4%	22%	97%
Flow-Wtd-Mean Conc (ppb)			22	25.8	25.2	0.6	2%
Geometric Mean Conc (ppb)			22	22.1	21.3	0.8	4%	54%	0%
Mean Conc (ppb)			22	26.6	22.5	4.1	18%	69%	0%
Outflow Load (mg/m2-d)			30	0.73	0.75	-0.01	-2%	91%	56%
Pred Q x Conc (mg/m2-d)			22	1.35	1.02	0.33	33%	102%	0%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
05/04/03