Deer Springs Lateral System.fm8.mdb

	A	B	C	D	E	F
1	SupportElementID	SupportElementTypeID	IsPrototype	EngineeringReferenceGuid	EngineeringLibraryGuid	DateModified
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58	57	5	FALSE	12/16/2011 04:49:12 PM
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	A	B	C	D
1	DomainDataSetTypeID	Name	Label	Notes
2	1	VegasDataSet

	A	B	C	D	E
1	DomainDataSetID	DomainDataSetTypeID	Name	Notes	Guid
2	1	1	Default Project

	A	B	C
1	DomainElementID	DomainElementTypeID	IsPrototype

	A	B	C
1	AlternativeID	ParentID	AlternativeTypeID

	A	B	C	D
1	ScenarioID	AlternativeTypeID	AlternativeID	IsLocal

	A	B
1	ScenarioID	ParentID

	A	B	C	D	E
1	DomainDataSetTypeID	MajorVersion	MinorVersion	Born	SchemaInfo
2	1	1	0	08/21/2008 11:13:02 AM

	A	B
1	ElementID	Notes
2	3
3	4
4	5
5	6
6	7
7	8
8	9
9	15
10	16
11	17
12	18
13	19
14	20
15	21
16	22
17	23
18	24
19	25
20	26
21	29
22	31
23	36
24	41
25	50
26	51
27	52
28	54
29	56
30	57
31	60
32	61
33	62
34	63
35	64
36	65
37	66
38	71
39	72
40	73
41	74
42	75
43	77
44	81
45	82
46	83

	A	B	C	D	E
1	ElementID	Label	ElementType	DomainDataSetID	IsDeleted
2	1	Elkhorn Street Section	4	1	TRUE
3	2	Wittig Street Section	4	1	TRUE
4	3	Dorrell Street Section	4	1	TRUE
5	4	Deer Springs Street Section	4	1	TRUE
6	5	Echelon Point Street Section	4	1	TRUE
7	6	FA Street Section btw Elkhorn & Denver Sky	4	1	TRUE
8	7	FA Street Section btw Wittig & Dorrell	4	1	TRUE
9	8	FA Street Section btw Dorrell & Deer Springs	4	1	TRUE
10	9	FA Street Section btw Deer Springs & Echelon Point	4	1	TRUE
11	10	Echelon Point North Half Street Section	4	1	TRUE
12	11	Curb Inlet On Grade - 1	4	1	TRUE
13	12	Curb Inlet On Grade - 1	4	1	TRUE
14	13	Grate Inlet On Grade - 1	4	1	TRUE
15	14	DI Echelon Point N-1	4	1	TRUE
16	15	DI Echelon Point N-2	4	1	TRUE
17	16	DI Echelon Point N-3	4	1	TRUE
18	17	DI Echelon Point S-1	4	1	TRUE
19	18	DI Echelon Point S-2	4	1	TRUE
20	19	DI DS-S1	4	1	FALSE
21	20	DI Deer Springs S-2_Old	4	1	TRUE
22	21	DI DS-S2	4	1	FALSE
23	22	DI DS-S3	4	1	FALSE
24	23	DI DS-N1 (T=3:35)	4	1	FALSE
25	24	DI DS-N2 (T=3:35)	4	1	FALSE
26	25	DI DS-N3 (T=3:35)	4	1	FALSE
27	26	DI DS-N4 (T=3:35)	4	1	FALSE
28	27	FA & Dorrell NW Existing	4	1	TRUE
29	28	DI FA & Dorrell NW Existing	4	1	TRUE
30	29	DI FA & Dorrell SW Existing	4	1	TRUE
31	30	DI FA & Dorrell NW Proposed	4	1	TRUE
32	31	DI FA & Dorrell SW Proposed	4	1	TRUE
33	32	DI Apollo Heights Existing	4	1	TRUE
34	33	DI Forest Meadows Existing	4	1	TRUE
35	34	DI FA & Wittig on Northside FA Existing	4	1	TRUE
36	35	DI FA & Wittig on Wittig Existing	4	1	TRUE
37	36	DI FA-W-2	4	1	TRUE
38	37	DI FA-W-1	4	1	TRUE
39	38	Circular Pipe - 1	4	1	TRUE
40	39	Box Pipe - 1	4	1	TRUE
41	40	DI Avon Park Existing	4	1	TRUE
42	41	DI Horseshoe Basin Existing	4	1	TRUE
43	42	DI FA & Wittig on Southside FA Existing	4	1	TRUE
44	43	DI DS-EX-N1 (T=3:35)	4	1	FALSE
45	44	DI DS-EX-S1	4	1	FALSE
46	45	Pipe DS-EX-N1	4	1	FALSE
47	46	Pipe DS-EX-S1	4	1	FALSE
48	47	Circular Pipe - 3	4	1	TRUE
49	48	Deer Springs Box Pipe	4	1	FALSE
50	49	Deer Springs Pipe 1	4	1	FALSE


51	50	Deer Springs Pipe 3	4	1	FALSE
52	51	Deer Springs Pipe 4	4	1	TRUE
53	52	DI FA-NW-1	4	1	TRUE
54	53	Circular Pipe - 6	4	1	TRUE
55	54	DI Deer Springs N-2	4	1	TRUE
56	55	Not Used Anymore	4	1	TRUE
57	56	Deer Springs Pipe 2	4	1	FALSE
58	57	Copy of Deer Springs Pipe 4	4	1	TRUE
59	58	Circular Pipe - 7	4	1	TRUE
60	59	Pipe DS-N1	4	1	FALSE
61	60	Pipe DS-N2	4	1	FALSE
62	61	Pipe DS-N3	4	1	FALSE
63	62	Pipe DS-N4	4	1	FALSE
64	63	Deer Springs Pipe N-5	4	1	TRUE
65	64	Pipe DS-S1	4	1	TRUE
66	65	Pipe DS-S2	4	1	TRUE
67	66	Pipe DS-S3	4	1	FALSE
68	67	Circular Pipe - 15	4	1	TRUE
69	68	Combination Inlet On Grade - 13	4	1	TRUE
70	69	DI DS-S4_Deleted	4	1	FALSE
71	70	Pipe DS-S4_Deleted	4	1	FALSE
72	71	DI DS-N1	4	1	FALSE
73	72	DI DS-N2	4	1	FALSE
74	73	DI DS-N3	4	1	FALSE
75	74	DI DS-N4	4	1	FALSE
76	75	DI DS-EX-N1	4	1	FALSE
77	76	Pipe DS-S1_old	4	1	FALSE
78	77	Pipe DS-S2	4	1	TRUE
79	78	Not Used Anymore	4	1	FALSE
80	79	Circular Pipe - 12	4	1	TRUE
81	80	Pipe DS-S2_old	4	1	FALSE
82	81	DS-S1	4	1	TRUE
83	82	Pipe DS-S1	4	1	FALSE
84	83	Pipe DS-S2	4	1	FALSE
85	84	Circular Pipe - 14	4	1	TRUE
86	85	Circular Pipe - 15	4	1	TRUE
87	86	Box Pipe - 2	4	1	TRUE
88	87	Circular Pipe - 16	4	1	TRUE

	A	B	C	D
1	ScenarioID	NumericalEngineTypeID	CalculationOptionsID	IsLocal

	A	B
1	CalculationOptionsID	NumericalEngineTypeID

	A	B	C	D
1	SelectionSetID	SelectionSetType	SelectionSetCount	SelectionSetElementIDs

	A	B	C	D
1	EmbeddedStickyObjectID	HMIEmbeddedStickyObjectFileSize	HMIEmbeddedStickyObjectFileDateTime	HMIEmbeddedStickyObjectFileData

	A	B	C	D
1	DomainDataSetID	ElementType	ElementTypeID	Count
2	1	4	2	0
3	1	4	4	0
4	1	4	3	0
5	1	4	29	0
6	1	4	5	13
7	1	4	6	0
8	1	4	7	0
9	1	4	8	0
10	1	4	9	0
11	1	4	10	0
12	1	4	11	0
13	1	4	12	0
14	1	4	13	0
15	1	4	14	0
16	1	4	15	0
17	1	4	16	0
18	1	4	23	0
19	1	4	24	0
20	1	4	19	0
21	1	4	20	0
22	1	4	21	0
23	1	4	22	0
24	1	4	17	0
25	1	4	18	15
26	1	4	25	0
27	1	4	26	0
28	1	4	27	1
29	1	4	28	2
30	1	4	1	1

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1	EmbeddedStickyObjectID	HMIEmbeddedStickyDomainElementID	HMIEmbeddedStickyObjectRelativePath	HMIEmbeddedStickyObjectFullPath	HMIEmbeddedStickyObjectFileName

	A	B	C
1	SupportElementID	ParentFolderID	IsFolderExpanded
2	55	0	0
3	78	0	0

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	BottomWidth	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	UpstreamVelocity	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	LeftSideSlope	RightSideSlope	BottomWidth	UpstreamVelocity	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	UpstreamVelocity	LeftSideSlope	RightSideSlope	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM	AN	AO	AP	AQ	AR
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	UpstreamVelocity	Diameter	MaximumDischarge	DischargeFull	SlopeFull	PercentFull	NormalDepthConjugate	AverageEndDepthOverRise	NormalDepthOverRise	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	RatingTableSetupCount	RatingCurveSetupCount
2	38	0		0.013000	0.000000	0.012000	2.385904	71.000000	6.028190	6.607805	2.420888	2.671047	0.010073	11.777996	2.155796	4.541700	1.315869	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.000000	78.591548	73.060444	0.011333	0.795301	0.000000	0.000000	0.795301	0.912283	41	0	0	0	0	0
3	45	0		0.013000	0.000000	0.023300	0.693099	7.000000	0.798304	2.242283	1.495677	1.024483	0.006764	8.768594	1.194882	1.887981	2.115984	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	17.247118	16.033303	0.004441	0.462066	0.000000	0.000000	0.462066	0.356023	41	0	0	0	0	0
4	46	0		0.013000	0.000000	0.064600	0.344018	3.080000	0.305807	1.498204	1.261235	0.667874	0.005146	10.071714	1.576419	1.920437	3.605996	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	28.718042	26.696928	0.000860	0.229345	0.000000	0.000000	0.229345	0.204116	41	0	0	0	0	0
5	47	0		0.013000	0.000000	0.020000	1.087169	13.000000	1.371733	3.055601	1.339876	1.351282	0.013475	9.477064	1.395766	2.482935	1.651273	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	15.979146	14.854568	0.015318	0.724779	0.000000	0.000000	0.724779	0.448924	41	0	0	0	0	0
6	49	78		0.013000	0.000000	0.040400	2.081506	134.000000	5.963858	6.164830	3.436628	3.328833	0.015373	22.468679	7.845489	9.926995	3.006960	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.500000	217.520742	202.212099	0.017741	0.594716	0.000000	0.000000	0.594716	0.967400	41	0	0	0	0	0
7	50	78		0.013000	0.000000	0.034400	2.435295	183.000000	8.010518	7.160799	3.904110	3.788164	0.014045	22.844965	8.110468	10.545763	2.811698	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	4.000000	286.572430	266.404078	0.016232	0.608824	0.000000	0.000000	0.608824	1.118663	41	0	0	0	0	0
8	51	0		0.013000	0.000000	0.035200	2.784662	183.500000	8.208165	7.711852	2.822746	3.448428	0.030181	22.355789	7.766851	10.551513	2.311268	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.500000	203.039869	188.750359	0.033269	0.795618	0.000000	0.000000	0.795618	1.064357	41	0	0	0	0	0
9	53	0		0.013000	0.000000	0.032800	1.500000	19.023129	1.767146	4.712389	0.000000	1.460532	0.029034	10.764889	1.800877	3.300877	0.000000	SubCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	20.463291	19.023129	0.032800	1.000000	1.500000	0.000000	1.000000	0.375000	24	0	0	0	0	0
10	56	78		0.013000	0.000000	0.030300	2.601308	158.000000	7.668054	7.275911	3.057956	3.407441	0.021828	20.604967	6.597946	9.199254	2.293995	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.500000	188.378488	175.120815	0.024665	0.743231	0.000000	0.000000	0.743231	1.053896	41	0	0	0	0	0
11	57	0		0.013000	0.000000	0.025000	2.938878	202.100000	9.895798	8.237806	3.531860	3.852419	0.017294	20.422810	6.481805	9.420683	2.150995	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	4.000000	244.300969	227.107592	0.019797	0.734719	0.000000	0.000000	0.734719	1.201266	41	0	0	0	0	0
12	58	0		0.013000	0.000000	0.040200	2.656073	224.500000	8.859622	7.620083	3.778660	3.901132	0.021681	25.339683	9.978547	12.634620	2.917494	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	4.000000	309.790583	287.988187	0.024429	0.664018	0.000000	0.000000	0.664018	1.162667	41	0	0	0	0	0
13	59	0		0.013000	0.000000	0.010000	1.874207	37.380000	3.947358	5.234157	2.165978	2.069270	0.008164	9.469625	1.393576	3.267783	1.236671	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	44.119972	41.014903	0.008306	0.749683	0.000000	0.000000	0.749683	0.754153	41	0	0	0	0	0
14	60	0		0.013000	0.000000	0.016600	1.350790	23.260000	2.257710	3.858422	1.872908	1.714217	0.009838	10.302476	1.649484	3.000274	1.654296	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	31.351807	29.145334	0.010573	0.675395	0.000000	0.000000	0.675395	0.585138	41	0	0	0	0	0
15	61	0		0.013000	0.000000	0.015000	1.246717	25.000000	2.446161	3.920425	2.499991	1.704048	0.005689	10.220094	1.623210	2.869927	1.821500	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	54.035710	50.232793	0.003715	0.498687	0.000000	0.000000	0.498687	0.623953	41	0	0	0	0	0
16	62	0		0.013000	0.000000	0.014900	1.218900	19.000000	2.005074	3.582967	1.951495	1.568587	0.007686	9.475958	1.395440	2.614340	1.648121	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	29.703092	27.612652	0.007055	0.609450	0.000000	0.000000	0.609450	0.559613	41	0	0	0	0	0
17	63	0		0.013000	0.000000	0.025000	1.043766	13.800000	1.312680	2.959893	1.380147	1.375886	0.015006	10.512845	1.717535	2.761301	1.900426	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	17.865228	16.607912	0.017261	0.695844	0.000000	0.000000	0.695844	0.443489	41	0	0	0	0	0
18	64	0		0.013000	0.000000	0.088200	1.076591	38.000000	1.723829	3.294925	1.994125	1.941551	0.024871	22.043949	7.551683	8.628274	4.179901	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	72.267465	67.181436	0.028219	0.538296	0.000000	0.000000	0.538296	0.523177	41	0	0	0	0	0
19	65	0		0.013000	0.000000	0.029200	1.270827	28.300000	2.105753	3.690096	1.925256	1.833991	0.013608	13.439370	2.806873	4.077700	2.265515	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	41.581481	38.655066	0.015651	0.635413	0.000000	0.000000	0.635413	0.570650	41	0	0	0	0	0
20	66	0		0.013000	0.000000	0.033100	0.600510	6.450000	0.660832	2.055199	1.469902	0.982140	0.006455	9.760424	1.480479	2.080989	2.566343	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	20.556660	19.109927	0.003771	0.400340	0.000000	0.000000	0.400340	0.321542	41	0	0	0	0	0
21	67	0		0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	Undefined	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	N/A	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	15	0	0	0	0	0
22	70	0		0.013000	0.000000	0.076800	0.332113	3.130000	0.290884	1.469710	1.245585	0.673117	0.005169	10.760293	1.799340	2.131452	3.925528	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	31.312603	29.108890	0.000888	0.221408	0.000000	0.000000	0.221408	0.197920	41	0	0	0	0	0
23	79	0		0.013000	0.000000	0.012300	0.272545	1.000000	0.257044	1.512383	1.372312	0.344424	0.004687	3.890381	0.235206	0.507752	1.584755	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	26.987402	25.088087	0.000020	0.136273	0.000000	0.000000	0.136273	0.169960	41	0	0	0	0	0
24	81	0		0.013000	0.000000	0.088200	0.918580	29.000000	1.408136	2.978571	1.993360	1.846329	0.014247	20.594607	6.591313	7.509893	4.319879	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	72.267465	67.181436	0.016435	0.459290	0.000000	0.000000	0.459290	0.472755	41	0	0	0	0	0
25	82	0		0.013000	0.000000	0.083000	0.928789	28.700000	1.428495	2.999050	1.994923	1.841163	0.013970	20.091073	6.272941	7.201730	4.185759	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	70.104771	65.170948	0.016097	0.464395	0.000000	0.000000	0.464395	0.476316	41	0	0	0	0	0
26	83	0		0.013000	0.000000	0.012300	1.193830	16.720000	1.956016	3.531723	1.962070	1.474432	0.006843	8.547988	1.135515	2.329345	1.509324	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	26.987402	25.088087	0.005463	0.596915	0.000000	0.000000	0.596915	0.553842	41	0	0	0	0	0
27	84	0		0.013000	0.000000	0.011000	1.056025	13.000000	1.682788	3.253702	1.996859	1.297430	0.005805	7.725275	0.927455	1.983480	1.483612	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	25.521422	23.725279	0.003303	0.528013	0.000000	0.000000	0.528013	0.517192	41	0	0	0	0	0
28	85	0		0.013000	0.000000	0.005000	3.367016	207.000000	14.064019	9.624802	4.689683	4.100012	0.006313	14.718410	3.366563	6.733579	1.498392	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	5.000000	280.144362	260.428404	0.006318	0.673403	0.000000	0.000000	0.673403	1.461227	41	0	0	0	0	0
29	87	0		0.013000	0.000000	0.004900	2.166570	71.000000	8.155284	7.185129	4.955330	2.379453	0.003522	8.706011	1.177886	3.344457	1.196419	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	5.000000	196.101053	182.299883	0.000743	0.433314	0.000000	0.000000	0.433314	1.135023	41	0	0	0	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM	AN	AO	AP	AQ	AR	AS	AT
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	BottomWidth	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	Elevation	ElevationRange	MinimumElevation	MaximumElevation	UpstreamVelocity	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	SelectedOpenChannelWeightedRoughnessMethod	SelectedClosedChannelWeightedRoughnessMethod	IsOpenChannel	RatingTableSetupCount	RatingCurveSetupCount	SectionDefinitionsCount	SegmentDefinitionsCount
2	1	0		0.016000	0.000000	0.024000	0.810408	116.000000	18.389864	63.424412	62.376337	1.004164	0.005243	6.307823	0.618335	1.428743	2.048083	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.810408	0.00 to 1.64 ft	0.000000	1.640000	inf	0.289949	41	0	0	0	0	0	1	0	0	15	1
3	2	0		0.016000	0.000000	0.032200	0.481257	42.000000	7.367292	36.894619	36.062851	0.624612	0.005542	5.700873	0.505066	0.986323	2.223642	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.481257	0.00 to 0.50 ft	0.000000	0.500000	inf	0.199685	41	0	0	0	0	0	1	0	0	9	1
4	3	0		0.016000	0.000000	0.024300	0.643316	90.000000	15.919794	65.169615	64.331631	0.799967	0.005418	5.653340	0.496678	1.139994	2.003531	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.643316	0.00 to 0.80 ft	0.000000	0.800000	inf	0.244282	41	0	0	0	0	0	1	0	0	11	1
5	4	0		0.016000	0.000000	0.027400	0.815031	230.000000	29.409493	81.151179	80.000000	1.083302	0.004460	7.820604	0.950486	1.765517	2.273992	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.815031	0.00 to 0.73 ft	0.000000	0.730000	inf	0.362404	41	0	0	0	0	0	1	0	0	11	1
6	5	0		0.016000	0.000000	0.028900	0.605307	77.000000	13.558556	62.898970	62.061441	0.755086	0.005612	5.679071	0.501210	1.106517	2.142047	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.605307	0.00 to 0.74 ft	0.000000	0.740000	inf	0.215561	41	0	0	0	0	0	1	0	0	11	1
7	6	0		0.016000	0.000000	0.008200	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	Undefined	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	N/A	0.000000	0.000000	0.000000	0.00 to 6.70 ft	0.000000	6.700000	0.000000	0.000000	41	0	0	0	0	0	1	0	0	16	1
8	7	0		0.016000	0.000000	0.010000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	Undefined	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	N/A	0.000000	0.000000	0.000000	0.00 to 2.65 ft	0.000000	2.650000	0.000000	0.000000	15	0	0	0	0	0	1	0	0	16	1
9	8	0		0.016000	0.000000	0.007400	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	Undefined	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	N/A	0.000000	0.000000	0.000000	0.00 to 2.64 ft	0.000000	2.640000	0.000000	0.000000	15	0	0	0	0	0	1	0	0	16	1
10	9	0		0.016000	0.000000	0.015500	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	Undefined	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	N/A	0.000000	0.000000	0.000000	0.00 to 1.35 ft	0.000000	1.350000	0.000000	0.000000	15	0	0	0	0	0	1	0	0	15	1
11	10	0		0.016000	0.000000	0.028920	0.649928	49.005755	8.263460	35.912502	35.492845	0.808639	0.005356	5.930416	0.546557	1.196485	2.166816	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.649928	0.00 to 0.74 ft	0.000000	0.740000	inf	0.230100	15	0	0	0	0	0	1	0	0	6	1

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D
1	ItemID	SupportElementID	Station	Elevation
2	25	1	0.000000	0.600000
3	26	1	5.000000	0.500000
4	27	1	5.500000	0.480000
5	28	1	5.580000	0.000000
6	29	1	7.000000	0.130000
7	30	1	65.000000	1.290000
8	31	1	68.000000	1.230000
9	32	1	68.260000	1.640000
10	33	1	72.090000	1.570000
11	34	1	72.350000	1.150000
12	35	1	108.000000	0.430000
13	36	1	109.420000	0.300000
14	37	1	109.500000	0.780000
15	38	1	110.000000	0.800000
16	39	1	115.000000	0.900000
17	40	2	0.000000	0.500000
18	41	2	0.500000	0.480000
19	42	2	0.580000	0.000000
20	43	2	2.000000	0.130000
21	44	2	18.500000	0.460000
22	45	2	35.000000	0.130000
23	46	2	36.420000	0.000000
24	47	2	36.500000	0.480000
25	48	2	37.000000	0.500000
26	49	3	0.000000	0.800000
27	50	3	15.000000	0.500000
28	51	3	15.500000	0.480000
29	52	3	15.580000	0.000000
30	53	3	17.000000	0.130000
31	54	3	40.000000	0.590000
32	55	3	63.000000	0.130000
33	56	3	64.420000	0.000000
34	57	3	64.500000	0.480000
35	58	3	65.000000	0.500000
36	59	3	80.000000	0.800000
37	60	4	0.000000	0.660000
38	61	4	8.000000	0.500000
39	62	4	8.500000	0.480000
40	63	4	8.580000	0.000000
41	64	4	10.000000	0.130000
42	65	4	40.000000	0.730000
43	66	4	70.000000	0.130000
44	67	4	71.420000	0.000000
45	68	4	71.500000	0.480000
46	69	4	72.000000	0.500000
47	70	4	80.000000	0.660000
48	71	5	0.000000	0.740000
49	72	5	12.000000	0.500000
50	73	5	12.500000	0.480000


51	74	5	12.580000	0.000000
52	75	5	14.000000	0.130000
53	76	5	40.000000	0.650000
54	77	5	66.000000	0.130000
55	78	5	67.420000	0.000000
56	79	5	67.500000	0.480000
57	80	5	68.000000	0.500000
58	81	5	80.000000	0.740000
59	82	6	0.000000	0.800000
60	83	6	15.000000	0.500000
61	84	6	15.500000	0.480000
62	85	6	15.580000	0.000000
63	86	6	17.000000	0.130000
64	87	6	49.740000	0.780000
65	88	6	50.000000	1.200000
66	89	6	57.500000	1.350000
67	90	6	65.000000	1.200000
68	91	6	65.260000	0.780000
69	92	6	95.500000	0.180000
70	93	6	96.920000	0.050000
71	94	6	97.000000	0.530000
72	95	6	97.500000	0.550000
73	96	6	105.000000	0.700000
74	97	6	105.010000	6.700000
75	98	7	0.000000	0.930000
76	99	7	15.000000	0.630000
77	100	7	15.500000	0.610000
78	101	7	15.580000	0.130000
79	102	7	17.000000	0.260000
80	103	7	49.740000	0.910000
81	104	7	50.000000	1.330000
82	105	7	57.500000	1.480000
83	106	7	65.000000	1.330000
84	107	7	65.260000	0.910000
85	108	7	104.500000	0.130000
86	109	7	105.920000	0.000000
87	110	7	106.000000	0.480000
88	111	7	106.500000	0.500000
89	112	7	114.000000	0.650000
90	113	7	114.010000	2.650000
91	114	8	0.000000	0.810000
92	115	8	15.000000	0.510000
93	116	8	15.500000	0.490000
94	117	8	15.580000	0.010000
95	118	8	17.000000	0.140000
96	119	8	50.740000	0.810000
97	120	8	51.000000	1.230000
98	121	8	57.500000	1.360000
99	122	8	64.000000	1.230000
100	123	8	64.260000	0.810000


101	124	8	98.500000	0.130000
102	125	8	99.920000	0.000000
103	126	8	100.000000	0.480000
104	127	8	100.500000	0.500000
105	128	8	107.500000	0.640000
106	129	8	107.510000	2.640000
107	130	9	0.000000	0.800000
108	131	9	15.000000	0.500000
109	132	9	15.500000	0.480000
110	133	9	15.580000	0.000000
111	134	9	17.000000	0.130000
112	135	9	49.740000	0.780000
113	136	9	50.000000	1.200000
114	137	9	57.500000	1.350000
115	138	9	65.000000	1.200000
116	139	9	65.260000	0.780000
117	140	9	93.500000	0.220000
118	141	9	94.920000	0.090000
119	142	9	95.000000	0.570000
120	143	9	95.500000	0.590000
121	144	9	107.500000	0.830000
122	145	10	0.000000	0.650000
123	146	10	26.000000	0.130000
124	147	10	27.420000	0.000000
125	148	10	27.500000	0.480000
126	149	10	28.000000	0.500000
127	150	10	40.000000	0.740000

	A	B	C	D	E	F
1	ItemID	SupportElementID	StartingStationIndex	EndingStationIndex	RoughnessCoefficient	RoughnessHeight
2	3	1	0.000000	14.000000	0.016000	0.000000
3	4	2	0.000000	8.000000	0.016000	0.000000
4	5	3	0.000000	10.000000	0.016000	0.000000
5	6	4	0.000000	10.000000	0.016000	0.000000
6	7	5	0.000000	10.000000	0.016000	0.000000
7	8	6	0.000000	15.000000	0.016000	0.000000
8	9	7	0.000000	15.000000	0.016000	0.000000
9	10	8	0.000000	15.000000	0.016000	0.000000
10	11	9	0.000000	14.000000	0.016000	0.000000
11	12	10	0.000000	5.000000	0.016000	0.000000

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	Discharge	FlowArea	WettedPerimeter	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	KinematicViscosity	FrictionFactor	ReynoldsNumber	Length	Pressure1	Pressure2	Elevation1	Elevation2	Diameter	Headloss	EnergyGrade1	EnergyGrade2	HydraulicGrade1	HydraulicGrade2	FrictionSlope	SpecificWeight	WorksheetSolveFor	SelectedFrictionMethod	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	Depth	Discharge	FlowArea	Velocity	GutterWidth	GutterCrossSlope	RoadCrossSlope	Spread	GutterDepression	WorksheetSolveFor	SelectedFrictionMethod	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O
1	SupportElementID	ParentFolderID	Messages	CentroidElevation	TailwaterElevation	DischargeCoefficient	OpeningArea	Discharge	HeadwaterElevation	HeadwaterHeightAboveCentroid	TailwaterHeightAboveCentroid	Velocity	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P
1	SupportElementID	ParentFolderID	Messages	CentroidElevation	TailwaterElevation	DischargeCoefficient	Diameter	Discharge	HeadwaterElevation	HeadwaterHeightAboveCentroid	TailwaterHeightAboveCentroid	Velocity	FlowArea	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q
1	SupportElementID	ParentFolderID	Messages	CentroidElevation	TailwaterElevation	DischargeCoefficient	OpeningWidth	Discharge	HeadwaterElevation	HeadwaterHeightAboveCentroid	TailwaterHeightAboveCentroid	Velocity	OpeningHeight	FlowArea	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S
1	SupportElementID	ParentFolderID	Messages	CrestElevation	TailwaterElevation	WeirCoefficient	CrestLength	Discharge	HeadwaterElevation	HeadwaterHeightAboveCrest	TailwaterHeightAboveCrest	Velocity	FlowArea	WettedPerimeter	TopWidth	WorksheetSolveFor	NumberOfContractions	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S
1	SupportElementID	ParentFolderID	Messages	CrestElevation	TailwaterElevation	VNotchWeirCoefficient	CrestLength	Discharge	HeadwaterElevation	HeadwaterHeightAboveCrest	TailwaterHeightAboveCrest	Velocity	FlowArea	WettedPerimeter	TopWidth	Angle	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S
1	SupportElementID	ParentFolderID	Messages	CrestElevation	TailwaterElevation	WeirCoefficient	CrestLength	Discharge	HeadwaterElevation	HeadwaterHeightAboveCrest	TailwaterHeightAboveCrest	Velocity	FlowArea	WettedPerimeter	TopWidth	EqualSideSlopes	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P
1	SupportElementID	ParentFolderID	Messages	CrestElevation	WeirCoefficient	CrestLength	Discharge	HeadwaterElevation	HeadwaterHeightAboveCrest	Velocity	FlowArea	WettedPerimeter	TopWidth	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V
1	SupportElementID	ParentFolderID	Messages	CrestElevation	TailwaterElevation	WeirCoefficient	CrestLength	Discharge	HeadwaterElevation	HeadwaterHeightAboveCrest	TailwaterHeightAboveCrest	Velocity	FlowArea	WettedPerimeter	TopWidth	CrestBreadth	SubmergenceFactor	AdjustedWeirCoefficient	WorksheetSolveFor	CrestSurfaceType	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	LocalDepression	LocalDepressionWidth	GrateWidth	GrateLength	Clogging	CurbOpeningLength	OpeningHeight	ThroatInclineAngle	Depth	GutterDepression	TotalDepression	OpenGrateArea	ActiveGrateWeirLength	WorksheetSolveFor	GrateType	CurbThroatType	CombinationCalculationOption	RatingTableSetupCount	RatingCurveSetupCount
2	28	0.000000		7.490000	1.500000	35.510021	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	2.500000	0.500000	90.000000	0.815200	0.105000	0.105000	0.525000	4.000000	56	2	0	0	0	0
3	29	0.000000		7.490000	1.500000	35.510021	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	2.500000	0.500000	90.000000	0.815200	0.105000	0.105000	0.525000	4.000000	56	2	0	0	0	0
4	30	0.000000		56.000000	1.500000	37.121650	0.090000	0.020000	0.000000	0.000000	1.500000	13.500000	0.000000	13.500000	0.500000	90.000000	0.847433	0.105000	0.105000	7.087500	16.500000	56	2	0	0	0	0
5	31	0.000000		45.000000	1.500000	35.799637	0.088000	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.500000	90.000000	0.817993	0.102000	0.102000	5.775000	14.000000	56	2	0	0	0	0
6	32	0.000000		4.460000	1.500000	35.515879	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.500000	90.000000	0.815318	0.105000	0.105000	0.525000	4.000000	56	2	0	0	0	0
7	33	0.000000		4.460000	1.500000	35.515879	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.500000	90.000000	0.815318	0.105000	0.105000	0.525000	4.000000	56	2	0	0	0	0
8	34	0.000000		20.000000	1.500000	661.750027	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.500000	90.000000	13.340001	0.105000	0.105000	0.525000	4.000000	56	2	0	0	0	0
9	35	0.000000		4.460000	1.500000	35.515879	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.500000	90.000000	0.815318	0.105000	0.105000	0.525000	4.000000	56	2	0	0	0	0
10	36	0.000000		20.000000	1.500000	28.471093	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.500000	90.000000	0.674422	0.105000	0.105000	3.150000	9.000000	56	2	0	0	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	LocalDepression	LocalDepressionWidth	GrateWidth	GrateLength	Clogging	CurbOpeningLength	Depth	GutterDepression	TotalDepression	ActiveGrateLength	InterceptedFlow	BypassFlow	FlowArea	Velocity	SplashOverVelocity	FrontalFlowFactor	SideFlowFactor	GrateFlowRatio	EquivalentCrossSlope	LengthFactor	TotalInterceptionLength	Slope	RoughnessCoefficient	Efficiency	WorksheetSolveFor	GrateType	CurbThroatType	CombinationCalculationOption	GrateFlowOption	RatingTableSetupCount	RatingCurveSetupCount
2	14	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	49.000000	1.500000	23.509572	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.572551	0.102360	0.102360	10.999999	25.127699	23.872301	5.603770	8.744114	97.340161	1.000000	0.400633	0.187160	0.032772	0.000000	109.992143	0.041400	0.016000	0.512810	19	2	0	0	0	0	0
3	15	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	24.000000	1.500000	19.210551	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.486571	0.102360	0.102360	10.999999	15.551095	8.448905	3.767223	6.370741	97.340161	1.000000	0.541695	0.231871	0.035823	0.000000	68.929931	0.028300	0.016000	0.647962	19	2	0	0	0	0	0
4	16	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	8.000000	1.500000	12.797822	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.358316	0.102360	0.102360	10.999999	6.317378	1.682622	1.714612	4.665777	97.340161	1.000000	0.674322	0.354185	0.044170	0.000000	36.698882	0.024500	0.016000	0.789672	19	2	0	0	0	0	0
5	17	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	28.000000	1.500000	20.392667	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.510213	0.102360	0.102360	10.999999	17.597343	10.402657	4.235379	6.610979	97.340161	1.000000	0.525114	0.217658	0.034853	0.000000	74.761399	0.028300	0.016000	0.628477	19	2	0	0	0	0	0
6	18	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	10.000000	1.500000	14.002089	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.382402	0.102360	0.102360	10.999999	7.657352	2.342648	2.037355	4.908325	97.340161	1.000000	0.653979	0.322975	0.042040	0.000000	41.517648	0.024500	0.016000	0.765735	19	2	0	0	0	0	0
7	19	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	56.000000	1.500000	25.468211	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.611724	0.102360	0.102360	11.000000	28.698388	27.301612	6.563068	8.532595	97.340200	1.000000	0.411262	0.171909	0.031731	0.000000	113.360632	0.035600	0.016000	0.512471	19	2	0	0	0	0	0
8	20	55.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	66.000000	1.500000	26.636178	0.088240	0.020000	0.000000	0.000000	1.500000	8.500000	0.000000	8.500000	0.635084	0.102360	0.102360	8.500000	24.725071	41.274929	7.171630	9.202929	40.123825	1.000000	0.252016	0.163916	0.031186	0.000000	126.231609	0.039100	0.016000	0.374622	19	2	0	0	0	0	0
9	21	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	27.000000	1.500000	22.472334	0.088240	0.020000	0.000000	0.000000	1.500000	8.500000	0.000000	11.000000	0.551807	0.102360	0.102360	8.500000	16.722076	10.277924	5.126828	5.266414	40.123825	1.000000	0.479217	0.196347	0.033399	0.039347	63.537969	0.015900	0.016000	0.619336	19	2	0	0	0	0	0
10	22	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	10.000000	1.500000	13.196252	0.088240	0.020000	0.000000	0.000000	1.500000	8.500000	0.000000	6.000000	0.366285	0.102360	0.102360	8.500000	6.452096	3.547904	1.818181	5.500004	40.123825	1.000000	0.459763	0.343270	0.043425	0.000000	44.483184	0.032900	0.016000	0.645210	19	2	0	0	0	0	0
11	23	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	73.000000	1.500000	28.193809	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.666236	0.102360	0.102360	11.000000	34.953941	38.046059	8.025679	9.095804	97.340200	1.000000	0.383715	0.154321	0.030531	0.000000	129.568630	0.035500	0.016000	0.478821	19	2	0	0	0	0	0
12	24	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	38.000000	1.500000	21.710918	0.090000	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.539218	0.105000	0.105000	11.000000	21.178043	16.821957	4.792389	7.929239	97.340200	1.000000	0.443555	0.204444	0.034311	0.000000	93.429496	0.037600	0.016000	0.557317	19	2	0	0	0	0	0
13	25	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	57.000000	1.500000	25.532421	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.613008	0.102360	0.102360	11.000000	28.934132	28.065868	6.595815	8.641843	97.340200	1.000000	0.405728	0.171450	0.031700	0.000000	115.038589	0.036400	0.016000	0.507616	19	2	0	0	0	0	0
14	26	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	36.000000	1.500000	22.160100	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.545562	0.102360	0.102360	11.000000	21.172120	14.827880	4.987470	7.218088	97.340200	1.000000	0.485602	0.199286	0.033599	0.000000	86.774209	0.030400	0.016000	0.588114	19	2	0	0	0	0	0
15	37	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	16.000000	1.500000	18.554465	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.476089	0.105000	0.105000	6.000000	8.113630	7.886370	3.521432	4.543607	15.006200	1.000000	0.350110	0.241566	0.036910	0.000000	47.201205	0.015000	0.016000	0.507102	19	2	0	0	0	0	0
16	42	0.000000		7.000000	1.500000	11.610118	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.337202	0.105000	0.105000	1.500000	2.830216	4.169784	1.426698	4.906433	5.137475	1.000000	0.018978	0.392793	0.047496	0.000000	35.299234	0.030000	0.016000	0.404317	19	2	0	0	0	0	0
17	43	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	10.000000	1.500000	14.409331	0.092500	0.020000	0.000000	0.000000	1.500000	7.500000	0.000000	7.500000	0.396937	0.108750	0.108750	7.500000	6.345887	3.654113	2.157851	4.634241	27.023975	1.000000	0.464839	0.317194	0.042997	0.000000	39.109739	0.021000	0.016000	0.634589	19	2	0	0	0	0	0
18	44	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	4.000000	1.500000	10.257021	0.090000	0.020000	0.000000	0.000000	1.500000	7.500000	0.000000	7.500000	0.310140	0.105000	0.105000	7.500000	3.077703	0.922297	1.130815	3.537273	27.023975	1.000000	0.585485	0.443749	0.051062	0.000000	22.807394	0.017700	0.016000	0.769426	19	2	0	0	0	0	0
19	52	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	39.000000	1.500000	31.146778	0.088240	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.725296	0.102360	0.102360	6.000000	19.022403	19.977597	9.777988	3.988551	15.006200	1.000000	0.405156	0.138856	0.029476	0.000000	59.661560	0.006000	0.016000	0.487754	19	2	0	0	0	0	0
20	54	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	43.900000	1.500000	23.276754	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.567895	0.102360	0.102360	11.000000	23.973315	19.926685	5.494843	7.989309	97.340200	1.000000	0.440205	0.189149	0.032908	0.000000	99.622582	0.035000	0.016000	0.546089	19	2	0	0	0	0	0
21	68	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	15.800000	1.500000	15.826948	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.421539	0.105000	0.105000	6.000000	7.220937	8.579063	2.583673	6.115325	15.006200	1.000000	0.239888	0.285659	0.039996	0.000000	56.632145	0.032900	0.016000	0.457021	19	2	0	0	0	0	0
22	69	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	5.000000	1.500000	10.588140	0.090000	0.020000	0.000000	0.000000	1.500000	4.500000	0.000000	6.000000	0.316763	0.105000	0.105000	4.500000	3.134365	1.865635	1.199837	4.167233	9.407225	1.000000	0.245163	0.430258	0.050118	0.054184	27.683644	0.023800	0.016000	0.626873	19	2	0	0	0	0	0
23	71	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	80.000000	1.500000	29.193639	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.686233	0.102360	0.102360	11.000000	37.380077	42.619923	8.599456	9.302915	97.340200	1.000000	0.374178	0.148721	0.030149	0.000000	135.670130	0.035500	0.016000	0.467251	19	2	0	0	0	0	0
24	72	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	43.000000	1.500000	22.769029	0.090000	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.560381	0.105000	0.105000	11.000000	23.263849	19.736151	5.263037	8.170188	97.340200	1.000000	0.430299	0.194348	0.033604	0.000000	99.644854	0.037600	0.016000	0.541020	19	2	0	0	0	0	0
25	73	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	48.000000	1.500000	23.907159	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.580503	0.102360	0.102360	11.000000	25.437334	22.562666	5.792292	8.286875	97.340200	1.000000	0.424054	0.183856	0.032546	0.000000	105.348903	0.036400	0.016000	0.529944	19	2	0	0	0	0	0
26	74	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	31.000000	1.500000	20.919237	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.520745	0.102360	0.102360	11.000000	18.829440	12.170560	4.452915	6.961732	97.340200	1.000000	0.501871	0.211853	0.034457	0.000000	80.269020	0.030400	0.016000	0.607401	19	2	0	0	0	0	0
27	75	0.000000	Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m).	12.000000	1.500000	15.496206	0.092500	0.020000	0.000000	0.000000	1.500000	7.500000	0.000000	7.500000	0.418674	0.108750	0.108750	7.500000	7.307053	4.692947	2.482887	4.833084	27.023975	1.000000	0.446086	0.293972	0.041313	0.000000	43.246333	0.021000	0.016000	0.608921	19	2	0	0	0	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	LocalDepression	LocalDepressionWidth	CurbOpeningLength	OpeningHeight	ThroatInclineAngle	Depth	GutterDepression	TotalDepression	WorksheetSolveFor	CurbThroatType	RatingTableSetupCount	RatingCurveSetupCount
2	27	0.000000		45.000000	2.166600	14025.855120	0.088000	0.020000	0.000000	0.000000	1.000000	0.500000	90.000000	280.664431	0.147329	0.147329	56	0	0	0
3	40	0.000000		4.040000	1.500000	28.701542	0.090000	0.025000	0.000000	0.000000	2.000000	0.500000	90.000000	0.815039	0.097500	0.097500	56	0	0	0
4	41	0.000000		4.040000	1.500000	35.501927	0.090000	0.020000	0.000000	0.000000	2.000000	0.500000	90.000000	0.815039	0.105000	0.105000	56	0	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	LocalDepression	LocalDepressionWidth	CurbOpeningLength	Depth	GutterDepression	TotalDepression	InterceptedFlow	BypassFlow	FlowArea	Velocity	EquivalentCrossSlope	LengthFactor	TotalInterceptionLength	Slope	RoughnessCoefficient	Efficiency	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount
2	11	0.000000		50.000000	1.500000	26.272467	0.040000	0.020000	0.500000	20.000000	15.000000	0.555449	0.030000	0.530000	11.127969	38.872031	6.924925	7.220295	0.024008	0.130520	114.924876	0.025000	0.016000	0.222559	19	0	0
3	12	0.000000		0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	19	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V
1	SupportElementID	ParentFolderID	Messages	Discharge	Spread	LocalDepression	LocalDepressionWidth	GrateWidth	GrateLength	Clogging	Depth	OpenGrateArea	ActiveGrateWeirLength	LeftSideSlope	RightSideSlope	BottomWidth	WettedPerimeter	TopWidth	WorksheetSolveFor	GrateType	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM	AN
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	GrateWidth	GrateLength	Clogging	Depth	ActiveGrateLength	InterceptedFlow	BypassFlow	FlowArea	Velocity	SplashOverVelocity	FrontalFlowFactor	SideFlowFactor	GrateFlowRatio	Slope	RoughnessCoefficient	Efficiency	LeftSideSlope	RightSideSlope	BottomWidth	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	FroudeNumber	FlowType	SpecificEnergy	VelocityHead	WorksheetSolveFor	GrateFlowOption	GrateType	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	LocalDepression	LocalDepressionWidth	GrateWidth	GrateLength	Clogging	Depth	GutterDepression	TotalDepression	OpenGrateArea	ActiveGrateWeirLength	WorksheetSolveFor	GrateType	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	GrateWidth	GrateLength	Clogging	Depth	GutterDepression	TotalDepression	ActiveGrateLength	InterceptedFlow	BypassFlow	FlowArea	Velocity	SplashOverVelocity	FrontalFlowFactor	SideFlowFactor	GrateFlowRatio	Slope	RoughnessCoefficient	Efficiency	WorksheetSolveFor	GrateType	CombinationCalculationOption	GrateFlowOption	RatingTableSetupCount	RatingCurveSetupCount
2	13	0.000000		0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	19	0	0	0	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	LocalDepression	LocalDepressionWidth	Depth	GutterDepression	TotalDepression	OpenSlotArea	ActiveSlotWeirLength	SlotWidth	SlotLength	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA
1	SupportElementID	ParentFolderID	Messages	Discharge	GutterWidth	Spread	GutterCrossSlope	RoadCrossSlope	LocalDepression	LocalDepressionWidth	Depth	GutterDepression	TotalDepression	InterceptedFlow	BypassFlow	FlowArea	Velocity	EquivalentCrossSlope	LengthFactor	TotalInterceptionLength	Slope	RoughnessCoefficient	Efficiency	SlotLength	WorksheetSolveFor	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM	AN	AO	AP	AQ
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	BottomWidth	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	UpstreamVelocity	Height	AverageEndDepthOverRise	NormalDepthOverRise	DischargeFull	SlopeFull	PercentFull	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	RatingTableSetupCount	RatingCurveSetupCount
2	39	0		0.013000	0.000000	0.025000	3.346725	281.000000	13.386900	10.693450	4.000000	5.352844	0.007988	20.990670	6.847272	10.193997	2.022850	Supercritical	0.000000	0.000000	0.000000	4.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	4.000000	0.000000	0.836681	289.162367	0.026469	0.836681	1.251878	41	0	0	0	0	0
3	48	78		0.013000	0.000000	0.040200	2.405162	233.800000	9.620648	8.810324	4.000000	4.735408	0.007403	24.301898	9.177943	11.583105	2.762584	Supercritical	0.000000	0.000000	0.000000	4.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	4.000000	0.000000	0.601290	366.677948	0.098880	0.601290	1.091974	41	0	0	0	0	0
4	86	0		0.013000	0.000000	0.005000	4.302539	236.000000	21.512696	13.605078	5.000000	4.106412	0.005618	10.970266	1.870248	6.172788	0.932400	Subcritical	0.000000	0.000000	0.000000	5.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	5.000000	0.000000	0.860508	234.467941	0.004936	0.860508	1.581225	41	0	0	0	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM	AN	AO	AP	AQ	AR	AS
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	UpstreamVelocity	Rise	Span	DischargeFull	MaxDischarge	SlopeFull	PercentFull	AverageEndDepthOverRise	NormalDepthOverRise	NormalDepthConjugate	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	RatingTableSetupCount	RatingCurveSetupCount
2	76	0		0.013000	0.000000	0.088200	0.683801	29.000000	1.502743	3.506420	3.004195	1.541255	0.005357	19.298039	5.787504	6.471305	4.810412	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	3.166667	120.806881	131.623803	1.530907	0.341901	0.000000	0.341901	0.000000	0.428569	41	0	0	0	0	0
3	77	0		0.013000	0.000000	0.029200	0.896336	28.300000	2.159413	3.927413	3.149606	1.523289	0.005231	13.105412	2.669109	3.565445	2.790348	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	3.166667	69.510242	75.734117	0.176069	0.448168	0.000000	0.448168	0.000000	0.549831	41	0	0	0	0	0
4	80	0		0.013000	0.000000	0.012300	1.128575	28.000000	2.893123	4.337183	3.140383	1.515602	0.005180	9.678123	1.455617	2.584192	1.777651	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	3.166667	45.113854	49.153302	0.031933	0.564287	0.000000	0.564287	0.000000	0.667051	41	0	0	0	0	0

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL
1	SupportElementID	ParentFolderID	Messages	RoughnessCoefficient	RoughnessHeight	ChannelSlope	NormalDepth	Discharge	FlowArea	WettedPerimeter	TopWidth	CriticalDepth	CriticalSlope	Velocity	VelocityHead	SpecificEnergy	FroudeNumber	FlowType	KinematicViscosity	FrictionFactor	ReynoldsNumber	DownstreamDepth	UpstreamDepth	Length	NumberOfSteps	ProfileDescription	ProfileHeadloss	DownstreamVelocity	UpstreamVelocity	ConstructedDepth	ConstructedTopWidth	HydraulicRadius	WorksheetSolveFor	SelectedFrictionMethod	SelectedGVFMethod	SelectedGVFBackwater	RatingTableSetupCount	RatingCurveSetupCount

	A	B	C	D	E	F
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C	D	E	F	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement