DMSTA2-  Inputs & Outputs			Project:	PROJECT_EXAMPLES									Model Release:	06/01/05
													Current Date:	05/31/05
Input Variable	Units	Value	Case Description:
Design Case Name	-	RSTA_1	Reservoir discharging to STA with 3 cells
Input Series Name		TS_RES	meeting water supply demand
Starting Date for Simulation	-	01/01/65
Ending Date for Simulation	-	12/31/74
Starting Date for Output	-	01/01/66
Integration Steps Per Day	-	4	Simulation Type:		Uncertainty Analysis
Number of Iterations	-	1	Output Variable		Mean	Lower CL	Upper CL		Diagnostics
Output Averaging Interval	days	30	FWM Outflow C (ppb)		22.2	27.1	17.9		H20 Balance Error Mean &  Max			0.0%	0.0%
Inflow Conc Scale Factor	-	1	GM Outflow C (ppb)		14.2	18.4	10.6		Mass Balance Error Mean & Max			0.0%	0.0%
Rainfall P Conc	ppb	10	Load Reduction %		54%	48%	61%		Iterations & Convergence			1	0.0%
Atmospheric P Load (Dry)	mg/m2-yr	20	Bypass Load (%)		0.0%				Warning/Error Messages			3
Cell Number -->		1	2	3	4	5	6	7	8	9	10	11	12
Cell Label	-	RES	STA-C1	STA-C2	STA-C3
Vegetation Type	-->	RES_3	EMG_3	SAV_3	PSTA_3
Inflow Fraction	-	1
Downstream Cell Number	-	2	3	4
Surface Area	km2	121.00	25.00	25.00	25.00
Mean Width of Flow Path	km	20.00	5.00	5.00	5.00
Number of Tanks in Series	-	1.0	1.0	1.0	1.0
Minimum Depth for Releases	cm	10
Release 1 Series Name		WSUPPLY
Release 2 Series Name
Outflow Series Name
Depth Series Name
Outflow Control Depth	cm		40	40	40
Outflow Weir Depth	cm	200
Outflow Coefficient - Exponent	-	1.5	4	4	4
Outflow Coefficient - Intercept	-	0.3	1	1	1
Bypass Depth	cm
Maximum Inflow	hm3/day
Maximum Outflow	hm3/day
Inflow Seepage Rate	(cm/d) / cm
Inflow Seepage Control Elev	cm
Inflow Seepage Conc	ppb
Outflow Seepage Rate	(cm/d) / cm
Outflow Seepage Control Elev	cm
Max Outflow Seepage Conc	ppb
Seepage Recycle to Cell Number	-
Seepage Recycle Fraction	-
Seepage Discharge Fraction	-
Initial Water Column Conc	ppb	30	30	30	30
Initial P Storage Per Unit Area	mg/m2	500	500	500	500
Initial Water Column Depth	cm	200	200	200	200
C0 = Conc at  0 g/m2 P Storage	ppb	3	3	3	3
C1 = Conc at 1 g/m2 P storage	ppb	150	22	22	22
C2 = Conc at Half-Max Uptake	ppb		300	300	300
K = Net Settling Rate at Steady State	m/yr	5.0	16.8	52.5	23.6
Z1 = Lower Optimal Depth	cm	40	40	40
Z2 = Upper Optimal Depth	cm	100	100	100	100
Z3 = Transition Depth	cm	400	200	200	200
K1 = First Order Removal Rate	m/yr
C0 - Periphyton	ppb
C1 - Periphyton	ppb
K  -  Periphyton	1/yr
Zx - Periphyton	cm
Sm = Transition Storage Midpoint	mg/m2
Sb = Transition Storage Bandwidth	mg/m2
calib start	1
calib stop	2
calib default	3
calib variable	4
Placeholder - Row Should be Hidden	5
Placeholder - Row Should be Hidden	6
Placeholder - Row Should be Hidden	7
Placeholder - Row Should be Hidden	8
Placeholder - Row Should be Hidden	9
Placeholder - Row Should be Hidden	10
Output Variables	Units	1	2	3	4	5	6	7	8	9	10	11	12	Overall
Execution Time	sec/yr	1.60	2.20	2.80	3.40									3.40
Run Date	-	05/31/05	05/31/05	05/31/05	05/31/05									05/31/05
Starting Date for Simulation	-	01/01/65	01/01/65	01/01/65	01/01/65									01/01/65
Starting Date for Output	-	01/01/66	01/01/66	01/01/66	01/01/66									01/01/66
Ending Date	-	12/31/74	12/31/74	12/31/74	12/31/74									12/31/74
Output Duration	days	3287	3287	3287	3287									3287
Cell Label		RES	STA-C1	STA-C2	STA-C3									Total
Downstream Cell Label		STA-C1	STA-C2	STA-C3	Outflow									-
Network Simulation Name	-	none	none	none	none									none
Simulation Type	-	Uncerta	Uncerta	Uncerta	Uncerta									Uncerta
Surface Area	km2	121.00	25.00	25.00	25.00									196.00
Mean Rainfall	cm/yr	131.0	131.0	131.0	131.0									131.0
Mean ET	cm/yr	145.8	141.5	141.9	142.2									144.3
Cell Inflow Volume	hm3/yr	1191.0	668.5	665.9	663.3									1191.0
Cell Inflow Load	kg/yr	119103	53382	37681	19847									119103
Cell Inflow Conc	ppb	100.0	79.9	56.6	29.9									100.0
Treated Outflow Volume	hm3/yr	668.5	665.9	663.3	660.7									660.7
Treated Outflow Load	kg/yr	53382	37681	19847	14657									14657
Treated FWM Outflow Conc	ppb	79.9	56.6	29.9	22.2									22.2
Upper Confidence Limit	ppb	86.9	64.5	35.6	27.1									27.1
Lower Confidence Limit	ppb	70.7	47.5	24.5	17.9									17.9
Total Outflow Volume  + Bypass	hm3/yr	1177.7	665.9	663.3	660.7									1169.8
Total Outflow Load + Bypass	kg/yr	92938	37681	19847	14657									119103.1
Total FWM Outflow Conc	ppb	78.9	56.6	29.9	22.2									101.8
Bypass Load	kg/yr	0	0	0	0									0
Bypass Load	%	0%	0%	0%	0%									0%
Maximum Inflow	hm3/d	14.20	10.87	10.70	10.55									14.20
Maximum Outflow	hm3/d	10.87	10.70	10.55	10.41									10.41
Surface Load Reduction	kg/yr	65721	15702	17834	5189									104446
Load Trapped in Sediments	kg/yr	29895	14487	18190	5984									68555
Net Load Reduction	%	22%	29%	47%	26%									54%
Lower Confidence Limit	%	15%	26%	45%	24%									48%
Upper Confidence Limit	%	32%	33%	49%	27%									61%
Daily Geometric Mean	ppb	76.2	58.5	20.6	13.0									#N/A
Outflow Geo Mean  - Composites	ppb	75.7	46.8	19.2	14.2									14.2
Upper Confidence Limit	ppb	84.4	54.98	24.2	18.4									18.4
Lower Confidence Limit	ppb	64.4	37.60	14.6	10.6									10.6
Frequency Outflow Conc > 10 ppb	%	100%	100%	95%	74%									74%
Frequency Outflow Conc > 20 ppb	%	100%	100%	42%	22%									36%
Frequency Outflow Conc > 50 ppb	%	100%	31%	0%	0%									22%
Freq Outflow Volume > 10 ppb	%	57%	100%	100%	96%									54%
95th Percentile Outflow Conc	ppb	89	71	44	30									30
Mean Biomass P Storage	mg/m2	485	1847	745	541									699
Storage Increase / Net Removal	%	2%	14%	3%	1%									4%
Net Storage Turnover Rate	1/yr	4.6	2.8	8.8	4.0									4.5
Unit Area P Removal	g/m2-yr	247	579	728	239									350
Mean Water Load	cm/d	2.7	7.3	7.3	7.3									1.7
Max Water Load	cm/d	11.7	43.5	42.8	42.2									7.2
Mean Depth	cm	208	58	58	58									151
Minimum Depth	cm	5	1	1	1									4
Maximum Depth	cm	347	120	120	120									260
Frequency Depth < 10 cm	%	0.9%	5.5%	5.5%	4.5%									2.5%
Flow/Width	m2/day	163	366	365	363									240.2
HRT Days	days	77.4	7.9	7.9	8.0									90.7
Mean Velocity	cm/sec	0.09	0.73	0.73	0.73									0.33
Seepage Outflow / Total Outflow	%	0%	0%	0%	0%									0%
Release 1 Outflow Volume	hm3/yr	509.2	0.0	0.0	0.0									509.2
Release 2 Outflow Volume	hm3/yr	0.0	0.0	0.0	0.0									0.0
95th Percentile Outflow Volume	hm3/d	8.45	8.40	8.11	8.05									8.0
95th Percentile Outflow Load	kg/d	666.81	488.33	307.05	233.83									233.8
Simulated / Specified Mean Depth	%	#N/A	#N/A	#N/A	#N/A									#N/A
Release 1 Demand Met	%	100%	#N/A	#N/A	#N/A									#N/A
Release 2 Demand Met	%	#N/A	#N/A	#N/A	#N/A									#N/A
Outflow Demand Met	%	#N/A	#N/A	#N/A	#N/A									#N/A
Range Check - Mean Depth	-	-	-	0.93	-									1
Range Check - Freq Depth < 10 cm	-	-	-	-	-									0
Range Check - Flow/Width	-	-	1.74	-	2.75									2
Range Check - Inflow Conc	-	-	-	-	-									0
Range Check - Outflow Conc	-	-	-	-	-									0
Water Balance Error	%	0.00%	0.00%	0.00%	0.00%									0.00%
Mass Balance Error	%	0.00%	0.00%	0.00%	0.00%									0.00%
Warning or Error Messages		Cell# 2 STA-C1  Flow/Width out of calib. range for EMG_3:   366 vs. 26 - 210 m2/day												3
		Cell# 3 STA-C2  Depth out of calib. range for SAV_3:   58 vs. 62 - 87 cm
		Cell# 4 STA-C3  Flow/Width out of calib. range for PSTA_3:   363 vs. 3 - 132 m2/day