DMSTA Simulation Results				Case:	STA1W_ENR		Period:	01/01/96	to	02/28/03
Case:	STA1W - ENR Portion; Seepage recycle treated as external inflow
Input Series		enr			Tanks in Series		6.0	Surface Area (km2)		13.7700
Simulation Period		08/01/94	thru	02/28/03	Mean Water Load  (cm/d)		4.2	Bypass Volume		0.0%
Output Period		01/01/96	thru	02/28/03	Max Water Load (cm/d)		23.2	Mean Depth (cm)		67
Startup Interval (days)		2161	Iterations	1	Inflow Conc  (ppb)		124.1	Max Depth (cm)		111
Avg Interval (days)		30			Inflow P Load (mg/m2-yr)		1868	Freq Depth <  5 cm		0.0%
Parameter Set:		none			Outflow FWM  Conc (ppb)		30.7	Load Reduction		79%
K  (m/yr)		14.99	Sm (mg/m2)	0	Outflow C with Bypass		30.7	Time Freq Conc > 10 ppb		100%
C1 (ppb)		22.0	Sp (mg/m2)	0	95th Percentile (ppb)		44.7	Vol Freq Conc > 10 ppb		100%
C0  (ppb)		2.0	Qout Intercept	0.6	Outflow Geo. Mean (ppb)		28.8	Storage Turnover (1/yr)		10.4
Zx  (cm)		60	Qout Exponent	4.0	Outflow GM,  Q>0 (ppb)		28.8	Mean Stored P (mg/m2)		2712
Wtr Bal Error		0.0%			Knet-Plug Flow (m/yr)		18.7	Storage Inc/Net Removal		27%
Mass B Error		0.5%			Knet-NCSTR (m/yr)		21.0	Outfl. Seepage (cm/d/cm)		0.012
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	02/28/03	Mean	Mean
			Count	Observed	Predicted	Residual	Resid%	RSE%	R2
Mean Depth (cm)			33	64.9	66.4	-1.4	-2%	18%	18%
Flow (cm/day)			33	3.08	3.45	-0.36	-11%	36%	84%
Flow-Wtd-Mean Conc (ppb)			33	45.2	38.7	6.5	17%
Geometric Mean Conc (ppb)			33	35.8	37.3	-1.5	-4%	34%	30%
Mean Conc (ppb)			33	41.4	37.9	3.5	9%	40%	23%
Outflow Load (mg/m2-d)			33	1.39	1.33	0.06	5%	61%	73%
Pred Q x Conc (mg/m2-d)			33	1.74	1.33	0.41	31%	57%	66%
Obs Load2 = Predicted Flow x Obs Conc
Green lines on x axis of concentration plots indicate model calibration period.
05/04/03