DMSTA Input Values									User Input Cells Are Red
Input Variable	Units	Value	Case Description:		Filename:	test_data.xls			Description
Design Case Name	-	E25-NE75	25% Emerg - > 75% NonEmerg						for labeling output & reference to input files
Starting Date for Simulation	-	01/00/00							0 = use first date in input series
Ending Date for Simulation	-	01/00/00							0 = use last date in input series
Starting Date for Output	-	01/00/00							0 = use first date in simulation
Steps Per Day	-	4	Output Variable			Units	Value		integration steps per day (decrease to speed up simulation, increase if mass balance errors are encountered)
Number of Iterations	-	2	Water Balance Error			%	0.0%		number of passes through the dataset to flush out initial values; 2 normally sufficient to simulate system after growin period;
Output Averaging Interval	days	7	Mass Balance Error			%	0.0%		averaging interval for time series output (e.g., 7 = weekly, 30 = monthly, 365 = yearly)
Reservoir H2O Residence Time	days	0	Flow-Wtd Conc - With Bypass			ppb	27.8		rule for regulating outflow from reservoir ( 0 = residence time not constrained )
Max Inflow / Mean Inflow	-	0	Flow-Wtd Conc - Without Bypass			ppb	27.8		ratio of maximum to mean daily inflow to treatment area; operating objective for reservoir ( 0 = no peak flow control)
Max Reservoir Storage	hm3	0	Geometric Mean Conc			ppb	15.4		maximum reservoir volume (0 = no constraint)
Reservoir P Decay Rate	1/yr/ppb	0	95th Percentile Conc			ppb	42.4		second order p removal rate in storage reservoir, nominal value ~ .15 1/yr/ppb; not tested on south florida systems
Rainfall P Conc	ppb	10	Freq Cell Outflow > 10 ppb			%	68%		rainfall p concentration, wet deposition only (10 ppb assumed in calibrations)
Atmospheric P Load (Dry)	mg/m2-yr	20	Bypass Load			%	0.0%		dry deposition rate (20 mg/mg-yr assumed in calibrations)
Cell Number -->		1	2	3	4	5	6
Cell Label	-	EM75	NE75
Vegetation Type	------->	EMERG	NEWS						assigns pre-calibrated p cycling parameters based upon vegetation type; move cursor to cell in range D:19-I19 & select parameter set from list boxl; select"none" to enter parameters directly in rows 42-51
Inflow Fraction	-	1	0						fraction of basin flow entering cell ( 0 = receives inflow from upstream cell only)
Downstream Cell Number	-	2	0						cell number receiving discharge from this cell ( 0 = outflow from treatment area); cells must be in downstream order
Surface Area	km2	6.500	19.500						effective treatment area (wet at normal operating level)
Mean Width of Flow Path	km	4.82	4.82						width = surface area / flow path length
Number of Tanks in Series	-	3	6						number of cstr's in series  (can include a fraction)
Outflow Control Depth	cm	60	60						no outflow below this water level (or constant depth)					Zc
Outflow Coefficient - Exponent	-	3.5	3.5						for computing outflow from depth (b)				q / w = a  Z ^b  for Z >= Zc			typicallly ~  3.5
Outflow Coefficient - Intercept	-	0.8	0.8						flow/width at water depth of 1 m (a),  = 0  for constant depth							typically  0.4 - 1.2
Bypass Depth	cm	140	140						depth at which bypass begins ( 0 = no limit )
Maximum Inflow	hm3/day	0	0						inflow capacity (triggers bypass)  ( 0 = no limit )
Maximum Outflow	hm3/day	0	0						outflow capacity (0 = no limit)
Inflow Seepage Rate	(cm/d) / cm	0	0						centimeters per day per centimeter of head, reflects transmissivity of soils
Inflow Seepage Control Elev	cm	0	0						drives inflow seepage rate, depth relative to mean ground surface elev
Inflow Seepage Conc	ppb	20	20						p conc of inflow seepage
Outflow Seepage Rate	(cm/d) / cm	0.008	0.008						centimeters per day per centimeter of head, reflects transmissivity of soils
Outflow Seepage Control Elev	cm	0	0						drives outflow seepage rate, relative to mean ground surface elev, can be < 0
Max Outflow Seepage Conc	ppb	20	20						maximum p conc of recycled & discharged seepage; seepage conc constrained to <= water column conc
Seepage Recycle Fraction	-	0.5	0.5						fraction of outflow seepage recycled to inflow of cell
Seepage Discharge Fraction	-	0	0						fraction of outflow seepage discharged to outlet of cell
Initial Water Column Conc	ppb	30	30						initial water-column p concentration
Initial P Storage Per Unit Area	mg/m2	500	500						initial biomass p storage
Initial Water Column Depth	cm	50	50						initial water column depth relative to mean ground elevation
C0 =  WC Conc at  0 g/m2 P Storage	ppb	4	12						water col umn concentration @ storage = 0 mg/m2					assigned automatically based upon selected vegetation type
C1 = WC Conc at 1 g/m2 P storage	ppb	22	22						water col umn concentration @ storage =1000 mg/m2					" "
K = Net Settling Rate at Steady State	m/yr	16	129						net settling rate in steady state in K/C* model					" "
Zx = Depth Scale Factor	cm	60	60						water depth at maximum areal uptake					" "
C0 - Periphyton	ppb	0	4						C0 for periphyton					" "
C1 - Periphyton	ppb	0	22						C1  for periphyton					" "
K  -  Periphyton	1/yr	0.00	23.80						K for periphyton					" "
Zx - Periphyton	cm	0	0						Zx for periphyton					" "
Sm = Transition Storage Midpoint	mg/m2	0	400						midpoint of transition from macrophyte to periphyton					" "
Sb = Transition Storage Bandwidth	mg/m2	0	80						bandwith of transition from macrophyte to periphyton					" "
Output Variables	Units	1	2	3	4	5	6	Overall	Overall = combined outflow from all cells, excluding bypass
Execution Time	seconds/yr	1.03	3.00					3.00	cumulative run time in seconds per simulated year
Run Date	-	06/15/02	06/15/02					06/15/02	model run date
Starting Date for Simulation	-	01/01/65	01/01/65					01/01/65	start simulation
Starting Date for Output	-	01/01/65	01/01/65					01/01/65	after startup period
Ending Date	-	12/31/95	12/31/95					12/31/95	last date
Output Duration	days	11322	11322					11322	number of simulated days  (excluding startup period)
Cell Label		EM75	NE75					Total Outflow
Downstream Cell Label		NE75	Outflow					-
Surface Area	km2	6.500	19.5					26.0
Mean Water Load	cm/d	12.1	3.9					3.0	mean water load to treatment cell (flow / area)
Max Water Load	cm/d	122.6	41.7					30.6	maximum water load to treatment cell (flow/area)
Inflow Volume	hm3/yr	288.2	281.3					288.2	external inflow volume to treatment cell (excludes bypass)
Inflow Load	kg/yr	28833.0	21407.0					28832.1	external inflow load to treatment cell (excludes bypass)
Inflow Conc	ppb	100.0	76.1					100.0	external inflow concentration
Treated Outflow Volume	hm3/yr	281.3	261.9					261.9	cell outflow + discharged seepage (excludes bypass)
Treated Outflow Load	kg/yr	21407.9	7269.1					7269.1	cell outflow + discharged seepage (excludes bypass)
Treated FWM Outflow Conc	ppb	76.1	27.8					27.8	cell outflow + discharged seepage (excludes bypass)
Total Outflow Volume	hm3/yr	281.3	261.9					261.9	cell outflow + discharged seepage + bypass
Total Outflow Load	kg/yr	21407.9	7270.1					7270.1	cell outflow + discharged seepage + bypass
Total FWM Outflow Conc	ppb	76.1	27.8					27.8	treatment area outflow + bypass
Bypass Volume	hm3/yr	0.00	0.01					0.01
Bypass Load	kg/yr	0.00	0.97					0.97
Bypass Conc	ppb	0.0	74.9					74.9
Bypass Load	%	0%	0%					0%	percent of basin load bypassed around treatment area
Surface Outflow Load Reduc	%	25.8%	66.0%					74.8%	between outflow from reservoir and outflow from treatment area; ignores loads to groundwater
Outflow Geometric Mean - Daily	ppb	68.7	16.3					16.3	geometric mean of daily outflow concs on days with flow > 0
Outflow Geo Mean  - Composites	ppb	69.2	15.4					15.4	geometric mean of n-day flow-weighted-means, where n = averaging period for results
Frequency Outflow Conc > 10 ppb	%	100%	68%					68%	percent of composite intervals with flow-weighted-mean outflow conc > 10 ppb, excluded bypass
95th Percentile Outflow Conc	ppb	84.3	42.4					42.4	95th percentile of  composite outflow concentrations
Mean Biomass P Storage	mg/m2	3733	648					1419
Max Reservoir Storage	hm3	0.00	0.00					0.00	maximum volume of storage reservoir
Reservoir Load Reduction	%	#N/A	#N/A					#N/A	phosphorus load reduction within reservoir
Mean Depth	cm	62.2	58.3					59.3
Minimum Depth	cm	15.4	1.0					4.6
Maximum Depth	cm	123.7	120.8					121.5
Frequency Depth < 5 cm	%	0.0%	0.1%					0.1%
Flow/Width	m2/day	160	149					151.5
Max 1 Yr Flow-Wtd Conc	ppb	#N/A	#N/A					42.8	rolling average conc, computed for combined outflows only
Max 5 Yr Flow-Wtd Conc	ppb	#N/A	#N/A					31.7	""
Max 1 Yr Geometric Mn Conc	ppb	#N/A	#N/A					26.3	""
Max 5 Yr Geometric Mn Conc	ppb	#N/A	#N/A					17.2	""
Depth Percentile vs. Calib Set	%	55%	49%					49%	approximate rank relative to calibration dataset, overall = last cell
Q/W Percentile vs. Calib Set	%	46%	69%					69%	approximate rank relative to calibration dataset, overall = last cell
Cin Percentile vs. Calib Set	%	82%	83%					82%	approximate rank relative to calibration dataset, overall = last cell
Cout Percentile vs. Calib Set	%	72%	50%					50%	approximate rank relative to calibration dataset, overall = last cell
Depth Range Flag	-	OK	OK					0.0	indicates depth out of calibration range
Q/W Range Flag	-	OK	OK					0.0	indicates flow/width out of calibration range
Cin Range Flag	-	OK	OK					0.0	indicates inflow conc out of calibration range
Cout Range Flag	-	OK	OK					0.0	indicates outflow conc out of calibration range
Water Balance Error	%	0.00%	0.00%					0.00%	increase number of steps per day if this is large (e.g.,  > 1 %)
Mass Balance Error	%	-0.01%	0.08%					0.05%	increase number of steps per day if this is large  (e.g.,  >1%)