DMSTA Simulation Results				Case:	ENRP		Period:	08/01/94	to	02/28/99
Case:	Whole ENR Project Prior to STA1W Construction
Input Series		ENRP			Tanks in Series		6.0	Surface Area (km2)		15.4500
Simulation Period		08/01/94	thru	02/28/99	Mean Water Load  (cm/d)		3.0	Bypass Volume		0.0%
Output Period		08/01/94	thru	02/28/99	Max Water Load (cm/d)		9.9	Mean Depth (cm)		64
Startup Interval (days)		365	Iterations	1	Inflow Conc  (ppb)		111.9	Max Depth (cm)		91
Avg Interval (days)		7			Inflow P Load (mg/m2-yr)		1051	Freq Depth <  5 cm		0.0%
Parameter Set:		none			Outflow FWM  Conc (ppb)		19.8	Load Reduction		83%
K  (m/yr)		18.29	Sm (mg/m2)	0	Outflow C with Bypass		19.8	Time Freq Conc > 10 ppb		98%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		23.6	Vol Freq Conc > 10 ppb		100%
C0  (ppb)		4.0	Qout Intercept	0.6	Outflow Geo. Mean (ppb)		18.8	Storage Turnover (1/yr)		4.0
Zx  (cm)		60	Qout Exponent	3.5	Outflow GM,  Q>0 (ppb)		18.7	Mean Stored P (mg/m2)		1689
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		17.8	Storage Inc/Net Removal		36%
Mass B Error		0.4%			Knet-NCSTR (m/yr)		20.5	Outfl. Seepage (cm/d/cm)		0.008
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:			08/01/95	thru	02/28/99	Mean	Mean
			Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			187	65.8	64.7	1.1	2%	11%	45%
Flow (cm/day)			187	2.65	2.53	0.13	5%	20%	89%
Flow-Wtd-Mean Conc (ppb)			186	21.3	20.5	0.8	4%
Geometric Mean Conc (ppb)			186	19.6	19.7	-0.1	0%	36%	0%
Mean Conc (ppb)			186	21.0	19.8	1.2	6%	40%	0%
Outflow Load (mg/m2-d)			187	0.56	0.52	0.04	7%	57%	52%
Pred Q x Conc (mg/m2-d)			186	0.54	0.52	0.02	4%	54%	59%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
06/07/02