Index of Design Cases		File:	test_data.xls				Series:	STA-2
6/8/2002
Total FWM	Flow-Wtd Mean Conc, Treated Flows + Bypass
Cell FWM	Flow-Wtd Mean Conc, Treated Flows
Geo Mean	Geometric Mean of N-Day Flow-Weighted Means, Where N = Specified Averaging Period for Results
File:	test_data.xls
		Surface Area	Mean Water Load	Max Water Load	Inflow Volume	Inflow Load	Inflow Conc	Treated Outflow Volume	Treated Outflow Load	Treated FWM Outflow Conc	Total Outflow Volume	Total Outflow Load	Total FWM Outflow Conc	Bypass Volume	Bypass Load	Bypass Conc	Bypass Load	Surface Outflow Load Reduc	Outflow Geometric Mean - Daily	Outflow Geo Mean  - Composites	Frequency Outflow Conc > 10 ppb
Case	Description	km2	cm/d	cm/d	hm3/yr	kg/yr	ppb	hm3/yr	kg/yr	ppb	hm3/yr	kg/yr	ppb	hm3/yr	kg/yr	ppb	%	%	ppb	ppb	%
E25-S50-P25	25% Emerg - > 50% SAV  - > 25% PSTA	26.0	3.0	30.6	288.2	28832.1	100.0	261.9	7741.1	29.6	261.9	7742.0	29.6	0.01	0.97	74.9	0%	73.1%	21.0	20.6	100%
E25-NE75	25% Emerg - > 75% NonEmerg	26.0	3.0	30.6	288.2	28832.1	100.0	261.9	7269.1	27.8	261.9	7270.1	27.8	0.01	0.97	74.9	0%	74.8%	16.3	15.4	68%