Echelon Point Lateral System.fm8.mdb

	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	43	0		0.013000	0.000000	0.025000	3.356248	282.000000	13.424990	10.712495	4.000000	5.365565	0.008000	21.005602	6.857017	10.213264	2.021416	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	0.839062	289.162367	0.026282	0.839062	1.253209	41	0	0	0	0	0

	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	44	51		0.013000	0.000000	0.034700	1.218900	29.000000	2.005074	3.582967	1.951495	1.846398	0.014247	14.463304	3.250873	4.469773	2.515553	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	45.328700	42.138564	0.016435	0.609450	0.000000	0.000000	0.609450	0.559613	41	0	0	0	0	0
4	45	51		0.013000	0.000000	0.032800	1.623016	56.100000	3.372878	4.684564	2.386092	2.363914	0.016182	16.632681	4.299218	5.922234	2.466341	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	79.904668	74.281149	0.018709	0.649206	0.000000	0.000000	0.649206	0.719998	41	0	0	0	0	0
5	46	51		0.013000	0.000000	0.025100	1.780504	69.800000	4.370874	5.276720	2.947078	2.655319	0.009794	15.969348	3.963139	5.743643	2.311779	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.000000	113.663777	105.664364	0.010953	0.593501	0.000000	0.000000	0.593501	0.828332	41	0	0	0	0	0
6	47	51		0.013000	0.000000	0.015800	2.330246	79.500000	5.891252	6.472061	2.498553	2.765741	0.012324	13.494585	2.829984	5.160230	1.549343	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.000000	90.180734	83.834007	0.014209	0.776749	0.000000	0.000000	0.776749	0.910259	41	0	0	0	0	0
7	48	51		0.013000	0.000000	0.143200	1.156726	79.500000	2.513531	4.019703	2.920386	2.765647	0.012324	31.628817	15.546436	16.703162	6.010470	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.000000	271.491808	252.384798	0.014209	0.385575	0.000000	0.000000	0.385575	0.625303	41	0	0	0	0	0
8	49	0		0.013000	0.000000	0.012300	1.713641	26.000000	2.865392	4.730957	1.401023	1.786209	0.011708	9.073801	1.279509	2.993150	1.118581	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	0.013210	0.856821	1.985099	0.000000	0.856821	0.605669	41	0	0	0	0	0
9	52	0		0.013000	0.000000	0.008100	1.823502	21.800000	3.005536	5.076704	1.134628	1.668740	0.009006	7.253282	0.817587	2.641089	0.785684	SubCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	21.900349	20.359050	0.009287	0.911751	1.922553	0.000000	0.911751	0.592025	41	0	0	0	0	0
10	53	0		0.013000	0.000000	0.070000	0.625925	10.120000	0.698313	2.106898	1.479331	1.225699	0.009334	14.492078	3.263820	3.889745	3.718655	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	29.894245	27.790352	0.009283	0.417283	0.000000	0.000000	0.417283	0.331441	41	0	0	0	0	0
11	54	0		0.013000	0.000000	0.026000	0.491950	3.940000	0.504277	1.829328	1.408418	0.759503	0.005393	7.813170	0.948679	1.440629	2.302004	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	18.219030	16.936813	0.001407	0.327967	0.000000	0.000000	0.327967	0.275662	41	0	0	0	0	0
12	55	0		0.013000	0.000000	0.100000	0.487670	7.600000	0.498255	1.820200	1.405251	1.067971	0.007148	15.253235	3.615671	4.103340	4.516070	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	35.730457	33.215824	0.005235	0.325113	0.000000	0.000000	0.325113	0.273736	41	0	0	0	0	0
13	56	0		0.013000	0.000000	0.010000	2.224246	60.000000	5.619381	6.224043	2.627141	2.501849	0.007855	10.677333	1.771702	3.995948	1.287086	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.000000	71.743940	66.694755	0.008093	0.741415	0.000000	0.000000	0.741415	0.902851	41	0	0	0	0	0
14	59	0		0.013000	0.000000	0.517200	0.254089	4.720000	0.198179	1.272539	1.125295	0.834699	0.005668	23.816848	8.815227	9.069316	10.005438	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	81.258317	75.539531	0.002019	0.169393	0.000000	0.000000	0.169393	0.155735	41	0	0	0	0	0
15	61	0		0.013000	0.000000	0.263300	0.228322	2.700000	0.169787	1.202373	1.077686	0.623363	0.005063	15.902275	3.929918	4.158239	7.063185	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	57.978102	53.897728	0.000661	0.152214	0.000000	0.000000	0.152214	0.141210	41	0	0	0	0	0

	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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).	37.000000	1.500000	22.568916	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.553738	0.102360	0.102360	10.999999	21.802570	15.197430	5.170330	7.156217	97.340161	1.000000	0.489474	0.195455	0.033338	0.000000	87.131739	0.029200	0.016000	0.589259	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).	15.000000	1.500000	14.937105	0.090000	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.403742	0.105000	0.105000	10.999999	10.122302	4.877698	2.309921	6.493728	97.340161	1.000000	0.533139	0.303476	0.041243	0.000000	57.552261	0.039700	0.016000	0.674820	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).	5.000000	1.500000	10.376791	0.088240	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	11.000000	0.309896	0.102360	0.102360	6.000000	3.942057	1.057943	1.153548	4.334454	15.006200	1.000000	0.369648	0.436474	0.049785	0.174382	28.672722	0.026400	0.016000	0.788411	19	2	0	0	0	0	0
5	17	51.000000	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	10.106809	0.088240	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.304496	0.102360	0.102360	6.000000	3.203166	1.796834	1.098246	4.552715	15.006200	1.000000	0.349291	0.447731	0.050553	0.000000	29.491650	0.029900	0.016000	0.640633	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	13.804521	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.378450	0.102360	0.102360	11.000000	7.598447	2.401553	1.982418	5.044345	97.340200	1.000000	0.642762	0.327743	0.042365	0.000000	42.214375	0.026300	0.016000	0.759845	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).	115.000000	1.500000	33.417092	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.770702	0.102360	0.102360	10.999999	48.397729	66.602271	11.243790	10.227868	97.340161	1.000000	0.335157	0.128892	0.028796	0.000000	163.105044	0.036000	0.016000	0.420850	19	2	0	0	0	0	0
8	20	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).	67.000000	1.500000	30.154406	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.705448	0.102360	0.102360	10.999999	37.173335	29.826665	9.169652	7.306711	97.340161	1.000000	0.480117	0.143703	0.029806	0.000000	108.320831	0.021000	0.016000	0.554826	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).	30.000000	1.500000	19.145348	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.485267	0.102360	0.102360	10.999999	17.079311	12.920689	3.742214	8.016646	97.340161	1.000000	0.438690	0.232706	0.035880	0.000000	86.920735	0.045000	0.016000	0.569310	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).	13.000000	1.500000	16.516965	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.432699	0.102360	0.102360	10.999999	9.942284	3.057716	2.804871	4.634794	97.340161	1.000000	0.676950	0.271912	0.038555	0.000000	44.510977	0.018000	0.016000	0.764791	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).	115.000000	1.500000	33.595935	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.774279	0.102360	0.102360	10.999999	48.769964	66.230036	11.363639	10.119998	97.340161	1.000000	0.339423	0.128167	0.028746	0.000000	161.899470	0.035000	0.016000	0.424087	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).	66.000000	1.500000	26.781570	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.637991	0.102360	0.102360	10.999999	31.932000	34.068000	7.249295	9.104334	97.340161	1.000000	0.383316	0.162971	0.031121	0.000000	125.311032	0.038000	0.016000	0.483818	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).	34.000000	1.500000	20.982596	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.522012	0.102360	0.102360	10.999999	19.598848	14.401152	4.479464	7.590195	97.340161	1.000000	0.463046	0.211174	0.034411	0.000000	87.856978	0.036000	0.016000	0.576437	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).	14.000000	1.500000	16.497708	0.088240	0.020000	0.000000	0.000000	1.500000	10.999999	0.000000	10.999970	0.432314	0.102360	0.102360	10.999999	10.395130	3.604870	2.798514	5.002655	97.340161	1.000000	0.646185	0.272245	0.038578	0.000000	48.074539	0.021000	0.016000	0.742509	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	50	51.000000	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).	13.700000	1.500000	15.166092	0.088240	0.020000	0.000000	0.000000	1.500000	8.500000	0.000000	8.500000	0.405682	0.102360	0.102360	8.500000	8.298223	5.401777	2.376873	5.763875	40.123825	1.000000	0.438895	0.297297	0.040288	0.000000	52.067248	0.030800	0.016000	0.605710	19	2	0	0	0	0	0
18	57	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	13.804521	0.088240	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.378450	0.102360	0.102360	11.000000	7.598447	2.401553	1.982418	5.044345	97.340200	1.000000	0.642762	0.327743	0.042365	0.000000	42.214375	0.026300	0.016000	0.759845	19	2	0	0	0	0	0

	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
2	58	0.000000		10.000000	0.000000	0.000000	0.000000	0.000000	2.000000	1.250000	0.000000	0.419817	1.250000	4.721965	5.278035	1.788187	5.592256	6.351912	1.000000	0.005000	0.469544	0.026300	0.020000	0.472197	0.333333	0.333333	3.000000	5.655153	5.518899	0.575008	0.008077	1.732025	Supercritical	0.905820	0.486003	19	0	0	0	0
3	60	0.000000		5.000000	0.000000	0.000000	0.000000	0.000000	2.000000	1.250000	0.000000	0.290680	1.250000	2.699668	2.300332	1.083279	4.615615	6.351912	1.000000	0.007049	0.536668	0.026300	0.020000	0.539934	0.333333	0.500000	3.000000	4.569194	4.453402	0.393546	0.008923	1.649882	Supercritical	0.621754	0.331073	19	0	0	0	0

	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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

	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C
1	AlternativeID	ParentID	AlternativeTypeID

	A	B
1	CalculationOptionsID	NumericalEngineTypeID

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

	A	B	C	D
1	DomainDataSetTypeID	Name	Label	Notes
2	1	VegasDataSet

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

	A	B	C
1	DomainElementID	DomainElementTypeID	IsPrototype

	A	B	C	D
1	DomainDataSetID	ElementType	ElementTypeID	Count
2	1	4	1	1
3	1	4	2	0
4	1	4	3	0
5	1	4	4	0
6	1	4	5	11
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	17	0
19	1	4	18	6
20	1	4	19	0
21	1	4	20	0
22	1	4	21	0
23	1	4	22	2
24	1	4	23	0
25	1	4	24	0
26	1	4	25	0
27	1	4	26	0
28	1	4	27	0
29	1	4	28	0
30	1	4	29	0

	A	B	C	D
1	EmbeddedStickyObjectID	HMIEmbeddedStickyObjectFileSize	HMIEmbeddedStickyObjectFileDateTime	HMIEmbeddedStickyObjectFileData

	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 EP-N1	4	1	FALSE
16	15	DI EP-N2	4	1	FALSE
17	16	DI EP-N3	4	1	FALSE
18	17	DI Echelon Point S-1_Old	4	1	FALSE
19	18	DI EP-S1 (future)	4	1	FALSE
20	19	DI Deer Springs S-1	4	1	TRUE
21	20	DI Deer Springs S-2	4	1	TRUE
22	21	DI Deer Springs S-3	4	1	TRUE
23	22	DI Deer Springs S-4	4	1	TRUE
24	23	DI Deer Springs N-1	4	1	TRUE
25	24	DI Deer Springs N-2	4	1	TRUE
26	25	DI Deer Springs N-3	4	1	TRUE
27	26	DI Deer Springs N-4	4	1	TRUE
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	Box Pipe - 2	4	1	TRUE
45	44	Echelon Point Pipe 1	4	1	FALSE
46	45	Echelon Point Pipe 2	4	1	FALSE
47	46	Echelon Point Pipe 3	4	1	FALSE
48	47	Echelon Point Pipe 4	4	1	FALSE
49	48	Echelon Point Pipe 5	4	1	FALSE
50	49	Circular Pipe - 6	4	1	TRUE


51	50	DI Echelon Point S-2	4	1	FALSE
52	51	Not Used Anymore	4	1	FALSE
53	52	Pipe EP-N1	4	1	FALSE
54	53	Pipe EP-N2	4	1	FALSE
55	54	Pipe EP-N3	4	1	FALSE
56	55	Pipe EP-S1 (future)	4	1	FALSE
57	56	Circular Pipe - 10	4	1	TRUE
58	57	Copy of DI EP-S1	4	1	TRUE
59	58	DI EP-I1	4	1	FALSE
60	59	Pipe EP-I1	4	1	FALSE
61	60	DI EP-I2	4	1	FALSE
62	61	Pipe EP-I2	4	1	FALSE

	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	45
26	46
27	47
28	48
29	50
30	53
31	54
32	55
33	57
34	60
35	61

	A	B
1	ScenarioID	ParentID

	A	B	C	D
1	ScenarioID	AlternativeTypeID	AlternativeID	IsLocal

	A	B	C	D
1	ScenarioID	NumericalEngineTypeID	CalculationOptionsID	IsLocal

	A	B	C	D
1	SelectionSetID	SelectionSetType	SelectionSetCount	SelectionSetElementIDs

	A	B	C	D	E	F
1	SupportElementID	SupportElementTypeID	IsPrototype	EngineeringReferenceGuid	EngineeringLibraryGuid	DateModified
2	1	6	FALSE			06/06/2011 04:06:53 PM
3	2	6	FALSE			06/06/2011 04:07:15 PM
4	3	6	FALSE			08/16/2011 05:23:30 PM
5	4	6	FALSE			06/06/2011 04:07:34 PM
6	5	6	FALSE			06/06/2011 04:07:50 PM
7	6	6	FALSE			06/06/2011 04:06:42 PM
8	7	6	FALSE			06/06/2011 04:06:45 PM
9	8	6	FALSE			06/06/2011 04:06:46 PM
10	9	6	FALSE			06/06/2011 04:06:47 PM
11	10	6	FALSE			06/06/2011 04:08:23 PM
12	11	20	FALSE			05/24/2011 01:26:08 PM
13	12	20	FALSE			05/24/2011 03:12:11 PM
14	13	24	FALSE			05/24/2011 03:12:24 PM
15	14	18	FALSE			04/29/2013 02:56:33 PM
16	15	18	FALSE			04/29/2013 02:59:32 PM
17	16	18	FALSE			04/29/2013 03:28:10 PM
18	17	18	FALSE			05/30/2012 05:54:11 PM
19	18	18	FALSE			05/08/2013 05:12:38 PM
20	19	18	FALSE			06/06/2011 04:11:33 PM
21	20	18	FALSE			06/06/2011 04:12:06 PM
22	21	18	FALSE			06/06/2011 04:12:14 PM
23	22	18	FALSE			06/06/2011 04:12:19 PM
24	23	18	FALSE			06/06/2011 04:12:23 PM
25	24	18	FALSE			06/06/2011 04:12:29 PM
26	25	18	FALSE			06/06/2011 04:12:33 PM
27	26	18	FALSE			06/06/2011 04:12:38 PM
28	27	19	FALSE			05/25/2011 11:57:08 AM
29	28	17	FALSE			06/06/2011 04:09:16 PM
30	29	17	FALSE			06/06/2011 04:09:24 PM
31	30	17	FALSE			06/06/2011 04:09:31 PM
32	31	17	FALSE			06/06/2011 04:09:38 PM
33	32	17	FALSE			06/06/2011 04:09:45 PM
34	33	17	FALSE			06/06/2011 04:09:51 PM
35	34	17	FALSE			06/06/2011 04:09:57 PM
36	35	17	FALSE			06/06/2011 04:10:11 PM
37	36	17	FALSE			06/06/2011 04:10:18 PM
38	37	18	FALSE			05/26/2011 04:46:39 PM
39	38	5	FALSE			06/06/2011 02:16:42 PM
40	39	27	FALSE			08/17/2011 09:06:05 AM
41	40	19	FALSE			06/06/2011 04:09:01 PM
42	41	19	FALSE			06/06/2011 04:09:10 PM
43	42	18	FALSE			06/06/2011 04:12:43 PM
44	43	27	FALSE			08/17/2011 09:03:22 AM
45	44	5	FALSE			06/21/2012 06:32:56 PM
46	45	5	FALSE			06/21/2012 06:33:00 PM
47	46	5	FALSE			06/21/2012 06:33:02 PM
48	47	5	FALSE			06/21/2012 06:33:04 PM
49	48	5	FALSE			06/21/2012 06:33:06 PM
50	49	5	FALSE			08/17/2011 05:47:12 PM


51	50	18	FALSE	05/30/2012 05:54:09 PM
52	51	1	FALSE	06/21/2012 06:33:08 PM
53	52	5	FALSE	05/03/2013 04:16:34 PM
54	53	5	FALSE	05/03/2013 04:34:32 PM
55	54	5	FALSE	05/03/2013 04:19:20 PM
56	55	5	FALSE	05/08/2013 05:12:44 PM
57	56	5	FALSE	07/06/2012 09:14:43 AM
58	57	18	FALSE	01/31/2013 11:19:12 AM
59	58	22	FALSE	04/29/2013 03:15:32 PM
60	59	5	FALSE	05/08/2013 05:12:08 PM
61	60	22	FALSE	04/29/2013 03:35:54 PM
62	61	5	FALSE	05/08/2013 05:24:44 PM

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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	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	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	A	B	C
1	SupportElementID	ParentFolderID	IsFolderExpanded
2	51	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	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
1	ItemID	SupportElementID	FieldID	Minimum	Maximum	Increment

	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
1	EmbeddedStickyObjectID	HMIEmbeddedStickyDomainElementID	HMIEmbeddedStickyObjectRelativePath	HMIEmbeddedStickyObjectFullPath	HMIEmbeddedStickyObjectFileName

	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	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	G	H	I	J	K	L	M
1	ItemID	SupportElementID	WorksheetSolveFor	IsFamilyOfCurves	PlotID	VersusID	VersusMinimum	VersusMaximum	VersusIncrement	VaryingID	VaryingMinimum	VaryingMaximum	VaryingIncrement