FA Inlets & Adjacent Inlets.fm8.mdb.01.bak

	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	64	0		0.013000	0.000000	0.020000	0.783838	8.000000	0.934313	2.423894	1.498473	1.095922	0.007426	8.562438	1.139357	1.923195	1.911714	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	0.005801	0.522559	0.000000	0.000000	0.522559	0.385460	41	0	0	0	0	0
4	67	0		0.013000	0.000000	0.035000	0.846702	12.000000	1.028223	2.550138	1.487479	1.314352	0.011802	11.670622	2.116669	2.963371	2.474704	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	21.138423	19.650746	0.013052	0.564468	0.000000	0.000000	0.564468	0.403203	41	0	0	0	0	0
5	73	0		0.013000	0.000000	0.087600	0.827659	24.000000	1.227827	2.795180	1.970075	1.735099	0.010304	19.546721	5.937625	6.765284	4.365098	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	72.021238	66.952538	0.011256	0.413829	0.000000	0.000000	0.413829	0.439266	41	0	0	0	0	0
6	74	0		0.013000	0.000000	0.098000	0.626692	12.000000	0.699448	2.108454	1.479588	1.314506	0.011801	17.156387	4.574216	5.200908	4.399122	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	35.371347	32.881988	0.013052	0.417795	0.000000	0.000000	0.417795	0.331735	41	0	0	0	0	0
7	78	0		0.013000	0.000000	0.010000	1.169432	16.000000	1.478184	3.246402	1.243506	1.218985	0.009206	6.765058	0.711227	1.880659	1.093903	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.298962	10.503766	0.009064	0.779621	0.000000	0.000000	0.779621	0.455330	41	0	0	0	0	0
8	83	0		0.013000	0.000000	0.010000	1.169432	12.000000	1.478184	3.246402	1.243506	1.218985	0.009206	6.765058	0.711227	1.880659	1.093903	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.298962	10.503766	0.009064	0.779621	0.000000	0.000000	0.779621	0.455330	41	0	0	0	0	0
9	84	0		0.013000	0.000000	0.010000	1.169432	15.000000	1.478184	3.246402	1.243506	1.218985	0.009206	6.765058	0.711227	1.880659	1.093903	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.298962	10.503766	0.009064	0.779621	0.000000	0.000000	0.779621	0.455330	41	0	0	0	0	0
10	85	0		0.013000	0.000000	0.010000	1.169432	12.000000	1.478184	3.246402	1.243506	1.218985	0.009206	6.765058	0.711227	1.880659	1.093903	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.298962	10.503766	0.009064	0.779621	0.000000	0.000000	0.779621	0.455330	41	0	0	0	0	0
11	86	0		0.013000	0.000000	0.010000	1.305203	11.000000	1.632352	3.606404	1.008463	1.270171	0.010388	6.738741	0.705704	2.010907	0.933790	SubCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.298962	10.503766	0.010967	0.870135	1.480444	0.000000	0.870135	0.452626	41	0	0	0	0	0
12	88	0		0.013000	0.000000	0.015000	1.147694	17.000000	1.450842	3.194554	1.271753	1.314291	0.011803	8.271058	1.063132	2.210826	1.365211	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	13.838346	12.864433	0.013052	0.765130	0.000000	0.000000	0.765130	0.454161	41	0	0	0	0	0
13	90	0		0.013000	0.000000	0.020000	0.371756	2.000000	0.341271	1.563293	1.295270	0.533329	0.004942	5.860449	0.533736	0.905492	2.012839	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	0.000363	0.247837	0.000000	0.000000	0.247837	0.218302	41	0	0	0	0	0
14	91	0		0.013000	0.000000	0.009900	0.444679	2.000000	0.438576	1.727287	1.370079	0.533297	0.004943	4.560216	0.323174	0.767852	1.420965	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.242326	10.451115	0.000363	0.296452	0.000000	0.000000	0.296452	0.253910	41	0	0	0	0	0
15	93	0		0.013000	0.000000	0.010300	0.905645	7.230000	1.115354	2.669764	1.467344	1.041489	0.006905	6.482246	0.653004	1.558650	1.310788	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.467194	10.660158	0.004738	0.603764	0.000000	0.000000	0.603764	0.417773	41	0	0	0	0	0
16	95	0		0.013000	0.000000	0.064700	0.942722	26.000000	1.456303	3.026974	1.996717	1.786244	0.011708	17.853428	4.953455	5.896177	3.685543	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	61.895727	57.539639	0.013210	0.471361	0.000000	0.000000	0.471361	0.481109	41	0	0	0	0	0
17	97	0		0.013000	0.000000	0.005000	0.371756	1.000000	0.341271	1.563293	1.295270	0.372984	0.004935	2.930224	0.133434	0.505190	1.006419	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	7.989573	7.427284	0.000091	0.247837	0.000000	0.000000	0.247837	0.218302	41	0	0	0	0	0
18	99	0		0.012000	0.000000	0.069600	0.689829	13.000000	0.793413	2.235723	1.495165	1.351276	0.011481	16.384909	4.172084	4.861912	3.965394	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	32.292769	30.020074	0.013052	0.459886	0.000000	0.000000	0.459886	0.354880	41	0	0	0	0	0
19	101	0		0.013000	0.000000	0.012000	0.609351	5.000000	0.809852	2.338920	1.841079	0.787513	0.004557	6.173969	0.592371	1.201722	1.641139	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	26.656256	24.780246	0.000489	0.304675	0.000000	0.000000	0.304675	0.346250	41	0	0	0	0	0
20	102	0		0.013000	0.000000	0.038000	0.953408	27.000000	1.184902	2.768170	1.443780	1.405542	0.017624	12.659280	2.490479	3.443887	2.463576	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	22.025733	20.475609	0.020394	0.635605	0.000000	0.000000	0.635605	0.428045	41	0	0	0	0	0
21	104	0		0.013000	0.000000	0.020000	0.887529	13.000000	1.346330	2.916175	1.987310	1.297402	0.005805	9.655877	1.448933	2.336463	2.068217	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	34.413079	31.991160	0.003303	0.443765	0.000000	0.000000	0.443765	0.461677	41	0	0	0	0	0
22	105	0		0.013000	0.000000	0.170400	0.721644	26.000000	1.021360	2.577430	1.920956	1.786355	0.011707	25.456244	10.070560	10.792204	6.154759	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	100.448470	93.379122	0.013210	0.360822	0.000000	0.000000	0.360822	0.396271	41	0	0	0	0	0
23	106	0		0.013000	0.000000	0.020000	2.325502	147.000000	8.291853	7.219616	4.497466	3.559750	0.005982	17.728246	4.884234	7.209736	2.301820	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	4.500000	299.141667	278.088719	0.005589	0.516778	0.000000	0.000000	0.516778	1.148517	41	0	0	0	0	0
24	108	0		0.013000	0.000000	0.020000	2.307623	88.500000	5.834393	6.418056	2.528039	2.836772	0.015229	15.168673	3.575692	5.883315	1.760310	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.000000	101.461252	94.320627	0.017608	0.769208	0.000000	0.000000	0.769208	0.909059	41	0	0	0	0	0
25	110	0		0.013000	0.000000	0.099300	0.972947	34.000000	1.516697	3.087480	1.999268	1.911370	0.019621	22.417132	7.809532	8.782479	4.537468	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	76.680185	71.283599	0.022591	0.486474	0.000000	0.000000	0.486474	0.491241	41	0	0	0	0	0
26	116	0		0.013000	0.000000	0.015000	1.478460	33.000000	3.022322	4.386493	2.457890	1.955402	0.007093	10.918757	1.852727	3.331186	1.735927	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	54.035710	50.232793	0.006474	0.591384	0.000000	0.000000	0.591384	0.689007	41	0	0	0	0	0
27	117	0		0.013000	0.000000	0.020900	1.233990	29.000000	2.414345	3.894970	2.499795	1.836505	0.006316	12.011537	2.242137	3.476127	2.154758	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	63.783504	59.294558	0.004999	0.493596	0.000000	0.000000	0.493596	0.619862	41	0	0	0	0	0
28	118	0		0.013000	0.000000	0.009300	0.291609	1.000000	0.283583	1.567159	1.411640	0.344377	0.004690	3.526305	0.193243	0.484852	1.387040	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	23.466591	21.815063	0.000020	0.145804	0.000000	0.000000	0.145804	0.180954	41	0	0	0	0	0
29	119	0		0.013000	0.000000	0.014300	1.323747	27.000000	2.638629	4.074570	2.495645	1.771924	0.005986	10.232586	1.627181	2.950927	1.754426	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	52.759813	49.046691	0.004334	0.529499	0.000000	0.000000	0.529499	0.647585	41	0	0	0	0	0
30	120	0		0.013000	0.000000	0.013100	1.002707	13.000000	1.576210	3.147006	1.999993	1.297369	0.005806	8.247632	1.057118	2.059825	1.637887	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	27.851217	25.891108	0.003303	0.501353	0.000000	0.000000	0.501353	0.500860	41	0	0	0	0	0
31	121	0		0.013000	0.000000	0.010000	1.592063	22.000000	2.681552	4.408826	1.611783	1.675278	0.009113	8.204205	1.046015	2.638078	1.121358	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.000000	24.333721	22.621166	0.009458	0.796032	0.000000	0.000000	0.796032	0.608224	41	0	0	0	0	0
32	122	0		0.013000	0.000000	0.051800	1.143238	40.000000	2.187789	3.713206	2.490865	2.129137	0.008932	18.283298	5.194862	6.338100	3.439334	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	100.415351	93.348334	0.009511	0.457295	0.000000	0.000000	0.457295	0.589191	41	0	0	0	0	0
33	123	0		0.013000	0.000000	0.012000	1.296834	12.000000	1.623836	3.581730	1.026591	1.314292	0.011803	7.389907	0.848678	2.145512	1.035891	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	12.377393	11.506299	0.013052	0.864556	1.484145	0.000000	0.864556	0.453366	41	0	0	0	0	0
34	125	0		0.013000	0.000000	0.010000	1.305203	11.000000	1.632352	3.606404	1.008463	1.270171	0.010388	6.738741	0.705704	2.010907	0.933790	SubCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.500000	11.298962	10.503766	0.010967	0.870135	1.480444	0.000000	0.870135	0.452626	41	0	0	0	0	0
35	126	0		0.013000	0.000000	0.015200	1.299706	27.000000	2.578602	4.026430	2.498023	1.772001	0.005985	10.470790	1.703820	3.003527	1.816908	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	54.394755	50.566569	0.004334	0.519882	0.000000	0.000000	0.519882	0.640419	41	0	0	0	0	0
36	127	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
37	128	0		0.013000	0.000000	0.068600	0.903493	30.000000	1.599327	3.224779	2.402026	1.867171	0.006497	18.757895	5.468058	6.371551	4.052769	SuperCritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	2.500000	115.557274	107.424602	0.005350	0.361397	0.000000	0.000000	0.361397	0.495949	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).	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).	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		6.000000	1.500000	11.971026	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.344421	0.105000	0.105000	1.500000	2.387813	3.612187	1.511805	3.968767	5.137475	1.000000	0.027557	0.380908	0.046664	0.000000	29.156942	0.019000	0.016000	0.397969	19	2	0	0	0	0	0
17	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).	45.000000	1.500000	25.232242	0.090000	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.609645	0.105000	0.105000	11.000000	26.441450	18.558550	6.445411	6.981712	97.340200	1.000000	0.500582	0.174215	0.032195	0.000000	91.192730	0.024100	0.016000	0.587588	19	2	0	0	0	0	0
18	47	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).	112.000000	1.500000	35.738648	0.083000	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.809273	0.094500	0.094500	11.000000	52.983255	59.016745	12.843385	8.720443	42.002300	1.000000	0.401805	0.119125	0.027505	0.000000	146.814382	0.024000	0.016000	0.473065	19	0	0	0	0	0	0
19	62	0.000000		11.000000	1.500000	13.767175	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.380343	0.105000	0.105000	1.000000	3.160752	7.839248	1.974101	5.572157	3.992200	0.857804	0.006018	0.330274	0.043119	0.000000	46.154425	0.032100	0.016000	0.287341	19	2	0	0	0	0	0
20	65	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).	22.000000	1.500000	24.655421	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.598108	0.105000	0.105000	1.500000	4.526554	17.473446	6.157648	3.572793	5.137475	1.000000	0.033106	0.178557	0.032499	0.000000	45.315696	0.006500	0.016000	0.205752	19	2	0	0	0	0	0
21	66	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	30.063734	0.090000	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.706275	0.105000	0.105000	11.000000	28.355856	8.644144	9.117031	4.058339	97.340200	1.000000	0.726883	0.144597	0.030122	0.000000	59.002407	0.006500	0.016000	0.766374	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).	21.000000	1.500000	24.219874	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.589397	0.105000	0.105000	6.000000	11.701738	9.298262	5.944773	3.532515	15.006200	1.000000	0.458726	0.181978	0.032738	0.000000	44.243592	0.006500	0.016000	0.557226	19	2	0	0	0	0	0
23	70	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	27.036205	0.090000	0.020000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.645724	0.105000	0.105000	11.000000	22.148456	5.851544	7.388314	3.789769	97.340200	1.000000	0.750655	0.161870	0.031331	0.000000	51.259670	0.006500	0.016000	0.791016	19	2	0	0	0	0	0
24	71	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	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	19	0	0	0	0	0	0
25	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).	15.000000	1.500000	20.443563	0.090000	0.020000	0.000000	0.000000	1.500000	8.500000	0.000000	8.500000	0.513871	0.105000	0.105000	8.500000	10.951733	4.048267	4.258143	3.522662	40.123825	1.000000	0.654902	0.217948	0.035256	0.000000	39.104093	0.008000	0.016000	0.730116	19	2	0	0	0	0	0
26	89	0.000000		7.000000	1.500000	13.041276	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.365826	0.105000	0.105000	1.000000	2.495333	4.504667	1.779499	3.933692	3.992200	1.000000	0.011205	0.349184	0.044443	0.000000	30.979460	0.017000	0.016000	0.356476	19	2	0	0	0	0	0
27	92	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	18.570571	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.476411	0.105000	0.105000	6.000000	7.225944	4.774056	3.527411	3.401929	15.006200	1.000000	0.475601	0.241344	0.036894	0.000000	35.159680	0.008400	0.016000	0.602162	19	2	0	0	0	0	0
28	96	0.000000		1.000000	1.500000	5.782973	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.220659	0.105000	0.105000	1.500000	0.736418	0.263582	0.413178	2.420266	5.137475	1.000000	0.064567	0.718225	0.070276	0.000000	9.566936	0.012900	0.016000	0.736418	19	2	0	0	0	0	0
29	100	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	22.065473	0.090000	0.026000	0.000000	0.000000	1.500000	11.000000	0.000000	11.000000	0.669702	0.096000	0.096000	11.000000	27.177192	11.822808	6.401506	6.092316	97.340200	1.000000	0.624799	0.192035	0.038290	0.000000	67.791138	0.015500	0.016000	0.696851	19	2	0	0	0	0	0
30	124	0.000000		16.000000	1.500000	20.074702	0.090000	0.020000	0.000000	0.000000	1.500000	2.000000	0.000000	2.000000	0.506494	0.105000	0.105000	2.000000	4.224455	11.775545	4.108687	3.894188	5.968600	1.000000	0.053772	0.222205	0.035554	0.000000	42.743880	0.010000	0.016000	0.264028	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		4.080000	1.500000	29.151313	0.090000	0.025000	0.000000	0.000000	2.000000	0.500000	90.000000	0.826283	0.097500	0.097500	56	0	0	0
4	41	0.000000		4.080000	1.500000	70.628281	0.090000	0.010000	0.000000	0.000000	2.000000	0.500000	90.000000	0.826283	0.120000	0.120000	56	0	0	0
5	53	0.000000		4.100000	1.500000	36.347325	0.090000	0.020000	0.000000	0.000000	2.000000	0.500000	90.000000	0.831946	0.105000	0.105000	56	0	0	0
6	54	0.000000		4.100000	1.500000	36.347325	0.090000	0.020000	0.000000	0.000000	2.000000	0.500000	90.000000	0.831946	0.105000	0.105000	56	0	0	0
7	55	0.000000		4.100000	1.500000	36.347325	0.090000	0.020000	0.000000	0.000000	2.000000	0.500000	90.000000	0.831946	0.105000	0.105000	56	0	0	0
8	56	0.000000		4.100000	1.500000	36.347325	0.090000	0.020000	0.000000	0.000000	2.000000	0.500000	90.000000	0.831946	0.105000	0.105000	56	0	0	0
9	63	0.000000		4.100000	1.500000	71.194649	0.090000	0.010000	0.000000	0.000000	2.000000	0.500000	90.000000	0.831946	0.120000	0.120000	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

	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
2	103	0		0.013000	0.000000	0.029600	0.978440	27.000000	2.016999	3.590174	2.429429	1.482214	0.012949	13.386224	2.784717	3.763157	2.590030	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.583333	2.500000	37.409019	40.797726	0.056796	0.617962	0.000000	0.617962	0.000000	0.561811	41	0	0	0	0	0
3	109	0		0.013000	0.000000	0.022700	1.955299	150.000000	8.060312	7.177156	4.860067	2.951737	0.009913	18.609702	5.382001	7.337300	2.547605	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.166667	5.000000	208.012796	226.855694	0.043669	0.617463	0.000000	0.617463	0.000000	1.123051	41	0	0	0	0	0
4	111	0		0.013000	0.000000	0.106300	0.472976	13.000000	0.779781	2.606550	2.288488	1.096627	0.004888	16.671337	4.319225	4.792201	5.035073	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.583333	2.500000	70.891979	77.313749	3.161809	0.298722	0.000000	0.298722	0.000000	0.299162	41	0	0	0	0	0
5	112	0		0.013000	0.000000	0.010000	1.269368	22.000000	2.671626	4.369016	1.993574	1.394530	0.008820	8.234686	1.053802	2.323170	1.254073	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.583333	2.500000	21.743551	23.713197	0.009768	0.801706	0.000000	0.801706	1.567461	0.611494	41	0	0	0	0	0
6	113	0		0.013000	0.000000	0.011900	1.168116	22.000000	2.458777	4.044878	2.199270	1.394730	0.008826	8.947538	1.244148	2.412264	1.491869	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	1.583333	2.500000	23.719414	25.868043	0.013833	0.737757	0.000000	0.737757	0.000000	0.607874	41	0	0	0	0	0
7	114	0		0.013000	0.000000	0.156500	1.052697	124.000000	3.615093	5.471719	4.710844	2.785550	0.006960	34.300641	18.283925	19.336622	6.903023	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	3.166667	5.000000	546.178114	595.653815	3.036211	0.332431	0.000000	0.332431	0.000000	0.660687	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
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
2	46	0		0.016000	0.000000	0.024000	0.894995	151.032113	16.071246	9.397660	1.500000	0.083330	0.020000	40.000000	0.094995	15	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
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	0
3	1	4	2	1
4	1	4	3	0
5	1	4	4	0
6	1	4	5	25
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	19
19	1	4	18	10
20	1	4	19	7
21	1	4	20	0
22	1	4	21	0
23	1	4	22	0
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	2
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 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 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	FALSE
34	33	DI Forest Meadows Existing	4	1	FALSE
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-WITT	4	1	FALSE
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	FALSE
42	41	DI Horseshoe Basin Existing	4	1	FALSE
43	42	DI FA-WITT-S-Existing	4	1	FALSE
44	43	Box Pipe - 2	4	1	TRUE
45	44	DI FA & Dorrell SW Proposed	4	1	TRUE
46	45	Elkhorn North Half Street Section	4	1	TRUE
47	46	Elkhorn North Half Street Section	4	1	TRUE
48	47	DI ELK-N1	4	1	TRUE
49	48	Severance Lane North Half Street Section	4	1	TRUE
50	49	Severance Lane Street Section	4	1	TRUE


51	50	Fort Apache West Half Street Section	4	1	TRUE
52	51	Deer Springs North Half Street Section	4	1	TRUE
53	52	Grate Inlet On Grade - 1	4	1	TRUE
54	53	DI Gold Lake Ave. Existing	4	1	FALSE
55	54	DI Thunder Basin Ave. Existing	4	1	FALSE
56	55	DI Outer Banks Ave. Existing	4	1	FALSE
57	56	DI Olympia Falls Ave. Existing	4	1	FALSE
58	57	DI Oxbow Lake Ave. Existing	4	1	FALSE
59	58	DI White Waterfall Ave. Existing	4	1	FALSE
60	59	DI Brownstone Ledge Ave. Existing	4	1	FALSE
61	60	DI Enchanted Grove Ave. Existing	4	1	FALSE
62	61	DI Bronze River Ave. Existing	4	1	FALSE
63	62	DI North Side of Wittig at Fort Apache Existing	4	1	FALSE
64	63	DI Arrowhead Bluff Ave. Existing	4	1	FALSE
65	64	Circular Pipe - 2	4	1	TRUE
66	65	DI FA-TB-EX	4	1	FALSE
67	66	Combination Inlet On Grade - 5	4	1	TRUE
68	67	Pipe FA-TB-EX	4	1	FALSE
69	68	DI FA-SEV-EX	4	1	FALSE
70	69	DI FA-TB	4	1	FALSE
71	70	DI FA-OB	4	1	FALSE
72	71	Combination Inlet On Grade - 7	4	1	TRUE
73	72	DI FA-SEV	4	1	FALSE
74	73	Pipe FA-OB	4	1	FALSE
75	74	Pipe FA-SEV	4	1	FALSE
76	75	Combination Inlet On Grade - 7	4	1	TRUE
77	76	Combination Inlet In Sag - 15	4	1	TRUE
78	77	DI - ENCHANTED GROVE	4	1	FALSE
79	78	Existing Pipe ENCHANTED GROVE	4	1	FALSE
80	79	DI - OXBOW LAKE	4	1	FALSE
81	80	DI - WHITE WATERFALL	4	1	FALSE
82	81	DI - BROWNSTONE LEDGE	4	1	FALSE
83	82	DI - BRONZE RIVER	4	1	FALSE
84	83	Existing Pipe OXBOW LAKE	4	1	FALSE
85	84	Existing Pipe WHITE WATERFALL	4	1	FALSE
86	85	Existing Pipe BROWNSTONE LEDGE	4	1	FALSE
87	86	Existing Pipe BRONZE RIVER	4	1	FALSE
88	87	DI FA-DORR	4	1	FALSE
89	88	Pipe FA-DORR-EX	4	1	FALSE
90	89	DI FA-DORR-EX-S (DO NOT PRINT)	4	1	FALSE
91	90	Pipe FA-WITT	4	1	TRUE
92	91	Pipe FA-DORR-EX-S	4	1	FALSE
93	92	DI FA-THF	4	1	FALSE
94	93	Pipe FA-THF-EX	4	1	FALSE
95	94	DI FA-DS	4	1	FALSE
96	95	Pipe FA-DS	4	1	FALSE
97	96	DI FA-DS-EX-S	4	1	FALSE
98	97	Pipe FA-DS-EX-S	4	1	FALSE
99	98	DI FA-EP	4	1	FALSE
100	99	Pipe FA-EP-EX (not used)	4	1	FALSE


101	100	DI FA-EP-N	4	1	FALSE
102	101	Circular Pipe - 16	4	1	TRUE
103	102	Pipe FA-EP-N	4	1	TRUE
104	103	Pipe FA-EP-N	4	1	TRUE
105	104	Pipe FA-DORR	4	1	FALSE
106	105	Pipe FA-DORR (MH 62 to MH 61)	4	1	FALSE
107	106	Pipe DORRELL TRENCH EAST	4	1	TRUE
108	107	South Side of Inside of DORRELL TRENCH DRAIN	4	1	FALSE
109	108	Circular Pipe - 19	4	1	TRUE
110	109	Pipe 60" x 38" (MH 61 to RCB)	4	1	FALSE
111	110	Pipe FA-WITT to RCB	4	1	FALSE
112	111	Pipe FA-EP	4	1	TRUE
113	112	Elliptical Pipe - 4	4	1	TRUE
114	113	Pipe FA-WITT	4	1	TRUE
115	114	Pipe 60" x 38" (TRENCH DRAIN to MH 61)	4	1	FALSE
116	115	DI FA-ELK	4	1	FALSE
117	116	Circular Pipe - 18	4	1	TRUE
118	117	Pipe FA-ELK	4	1	FALSE
119	118	Circular Pipe - 19	4	1	TRUE
120	119	Pipe FA-EP (MH 18 to MH 17)	4	1	FALSE
121	120	Pipe FA-EP	4	1	FALSE
122	121	Circular Pipe - 21	4	1	TRUE
123	122	Pipe FA-EP (MH 17 to RCB)	4	1	FALSE
124	123	Pipe FA-WITT	4	1	FALSE
125	124	DI FA-BSL-EX	4	1	FALSE
126	125	Pipe FA-BSL-EX	4	1	FALSE
127	126	Pipe FA-EP-N	4	1	FALSE
128	127	Pipe FA-DORR (EX 24" to MH 62)	4	1	FALSE
129	128	Circular Pipe - 26	4	1	TRUE

	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	48
27	49
28	51
29	54
30	55
31	56
32	58
33	59
34	60
35	61
36	63
37	69
38	72
39	74
40	80
41	81
42	82
43	83
44	84
45	85
46	86
47	104
48	114
49	123	Note: Peak Flow to inlet is 24 cfs, dual 18" RCPs are proposed therefore calc based on 12 cfs.

	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			08/29/2011 05:06:13 PM
3	2	6	FALSE			06/11/2012 09:14:12 AM
4	3	6	FALSE			08/16/2011 05:23:30 PM
5	4	6	FALSE			06/04/2012 04:07:52 PM
6	5	6	FALSE			06/07/2012 10:19:36 AM
7	6	6	FALSE			12/15/2011 03:37:13 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			06/07/2012 10:19:44 AM
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			06/06/2011 04:10:22 PM
16	15	18	FALSE			06/06/2011 04:10:41 PM
17	16	18	FALSE			06/06/2011 04:10:49 PM
18	17	18	FALSE			06/06/2011 04:11:04 PM
19	18	18	FALSE			06/06/2011 04:11:15 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			06/13/2012 04:15:05 PM
30	29	17	FALSE			06/13/2012 04:07:46 PM
31	30	17	FALSE			06/13/2012 04:15:33 PM
32	31	17	FALSE			08/24/2011 03:16:35 PM
33	32	17	FALSE			04/29/2013 01:05:24 PM
34	33	17	FALSE			04/29/2013 01:06:04 PM
35	34	17	FALSE			06/13/2012 05:24:27 PM
36	35	17	FALSE			06/11/2012 09:35:19 AM
37	36	17	FALSE			04/29/2013 02:29:26 PM
38	37	18	FALSE			05/26/2011 04:46:39 PM
39	38	5	FALSE			05/31/2012 09:33:14 AM
40	39	27	FALSE			08/17/2011 09:06:05 AM
41	40	19	FALSE			04/29/2013 01:15:55 PM
42	41	19	FALSE			04/29/2013 01:16:46 PM
43	42	18	FALSE			04/29/2013 01:15:02 PM
44	43	27	FALSE			08/17/2011 09:03:22 AM
45	44	18	FALSE			06/13/2012 05:24:39 PM
46	45	6	FALSE			08/29/2011 05:06:21 PM
47	46	8	FALSE			12/15/2011 03:37:48 PM
48	47	18	FALSE			05/31/2012 09:45:25 AM
49	48	6	FALSE			06/08/2012 09:46:06 AM
50	49	6	FALSE			06/08/2012 09:45:58 AM


51	50	6	FALSE	12/16/2011 12:07:56 PM
52	51	6	FALSE	06/06/2012 09:14:50 AM
53	52	24	FALSE	05/31/2012 09:43:21 AM
54	53	19	FALSE	04/29/2013 04:23:04 PM
55	54	19	FALSE	04/29/2013 04:23:07 PM
56	55	19	FALSE	04/29/2013 04:23:10 PM
57	56	19	FALSE	04/29/2013 04:23:16 PM
58	57	17	FALSE	06/21/2012 08:52:57 PM
59	58	17	FALSE	06/21/2012 08:53:28 PM
60	59	17	FALSE	04/29/2013 05:01:25 PM
61	60	17	FALSE	07/03/2012 03:20:59 PM
62	61	17	FALSE	04/29/2013 05:01:27 PM
63	62	18	FALSE	04/29/2013 01:06:27 PM
64	63	19	FALSE	04/29/2013 04:22:41 PM
65	64	5	FALSE	06/12/2012 09:34:55 AM
66	65	18	FALSE	06/21/2012 09:01:40 PM
67	66	18	FALSE	06/12/2012 11:28:01 AM
68	67	5	FALSE	04/29/2013 05:11:09 PM
69	68	17	FALSE	04/29/2013 11:30:45 AM
70	69	18	FALSE	04/29/2013 05:10:35 PM
71	70	18	FALSE	04/29/2013 05:45:11 PM
72	71	18	FALSE	06/12/2012 02:34:47 PM
73	72	17	FALSE	04/30/2013 09:24:55 AM
74	73	5	FALSE	04/29/2013 05:45:38 PM
75	74	5	FALSE	05/07/2013 08:00:33 PM
76	75	18	FALSE	06/12/2012 06:11:04 PM
77	76	17	FALSE	06/12/2012 06:14:12 PM
78	77	17	FALSE	06/13/2012 09:51:32 AM
79	78	5	FALSE	06/21/2012 08:42:39 PM
80	79	17	FALSE	06/20/2012 05:36:38 PM
81	80	17	FALSE	06/13/2012 09:34:53 AM
82	81	17	FALSE	06/13/2012 09:39:25 AM
83	82	17	FALSE	06/13/2012 10:01:53 AM
84	83	5	FALSE	06/13/2012 10:20:18 AM
85	84	5	FALSE	06/13/2012 10:20:30 AM
86	85	5	FALSE	06/13/2012 10:20:45 AM
87	86	5	FALSE	06/13/2012 10:21:06 AM
88	87	17	FALSE	05/01/2013 11:15:32 AM
89	88	5	FALSE	04/29/2013 01:31:06 PM
90	89	18	FALSE	04/29/2013 01:32:53 PM
91	90	5	FALSE	06/20/2012 02:20:36 PM
92	91	5	FALSE	04/29/2013 01:31:28 PM
93	92	18	FALSE	04/29/2013 02:30:55 PM
94	93	5	FALSE	04/29/2013 02:37:00 PM
95	94	17	FALSE	04/29/2013 02:48:30 PM
96	95	5	FALSE	04/29/2013 02:26:13 PM
97	96	18	FALSE	04/29/2013 02:24:41 PM
98	97	5	FALSE	06/21/2012 08:45:38 PM
99	98	17	FALSE	04/29/2013 04:25:26 PM
100	99	5	FALSE	04/29/2013 03:51:42 PM


101	100	18	FALSE	04/29/2013 02:44:30 PM
102	101	5	FALSE	06/15/2012 10:22:39 AM
103	102	5	FALSE	06/15/2012 11:00:39 AM
104	103	28	FALSE	03/27/2013 02:40:58 PM
105	104	5	FALSE	05/01/2013 11:09:16 AM
106	105	5	FALSE	04/29/2013 01:24:02 PM
107	106	5	FALSE	06/16/2012 04:36:18 PM
108	107	2	FALSE	04/30/2013 11:40:31 AM
109	108	5	FALSE	06/16/2012 04:45:54 PM
110	109	28	FALSE	04/29/2013 01:28:45 PM
111	110	5	FALSE	05/07/2013 07:59:08 PM
112	111	28	FALSE	06/22/2012 07:46:07 PM
113	112	28	FALSE	06/20/2012 01:55:45 PM
114	113	28	FALSE	06/23/2012 12:23:41 PM
115	114	28	FALSE	04/30/2013 09:24:37 AM
116	115	17	FALSE	05/07/2013 08:01:03 PM
117	116	5	FALSE	06/21/2012 01:17:06 PM
118	117	5	FALSE	05/07/2013 08:00:55 PM
119	118	5	FALSE	06/22/2012 07:07:53 PM
120	119	5	FALSE	04/29/2013 02:47:29 PM
121	120	5	FALSE	04/29/2013 03:51:39 PM
122	121	5	FALSE	06/22/2012 08:05:12 PM
123	122	5	FALSE	04/29/2013 04:01:49 PM
124	123	5	FALSE	05/07/2013 07:53:40 PM
125	124	18	FALSE	04/29/2013 04:43:58 PM
126	125	5	FALSE	07/03/2012 03:39:09 PM
127	126	5	FALSE	04/29/2013 02:45:08 PM
128	127	5	FALSE	04/29/2013 01:22:16 PM
129	128	5	FALSE	05/07/2013 07:53:34 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	0.372071	17.000000	3.825085	27.818271	27.171170	0.467367	0.006675	4.444345	0.306959	0.679031	2.088281	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.372071	0.00 to 0.50 ft	0.000000	0.500000	inf	0.137503	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	0.035000	0.725496	164.000000	22.247711	80.521640	79.549621	0.954874	0.004789	7.371545	0.844466	1.569962	2.457437	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.725496	0.00 to 0.73 ft	0.000000	0.730000	inf	0.276295	41	0	0	0	0	0	1	0	0	11	1
6	5	0		0.016000	0.000000	0.030000	0.524006	0.000000	9.173895	46.635566	45.801289	0.667557	0.006057	5.439347	0.459789	0.983795	2.142675	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.524006	0.00 to 0.74 ft	0.000000	0.740000	inf	0.196715	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	0.030000	0.649874	49.897996	8.261526	35.907052	35.487396	0.812802	0.005337	6.039804	0.566905	1.216779	2.206872	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.649874	0.00 to 0.74 ft	0.000000	0.740000	inf	0.230081	15	0	0	0	0	0	1	0	0	6	1
12	45	0		0.016000	0.000000	0.024000	0.649928	44.643020	8.263460	35.912502	35.492845	0.786913	0.005461	5.402461	0.453574	1.103502	1.973915	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
13	48	0		0.016000	0.000000	0.032000	0.589900	37.201510	6.280369	29.498321	28.997100	0.753645	0.005616	5.923459	0.545275	1.135175	2.243921	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.589900	0.00 to 0.81 ft	0.000000	0.810000	inf	0.212906	15	0	0	0	0	0	1	0	0	5	1
14	49	0		0.016000	0.000000	0.032000	0.638502	100.000000	15.487051	63.853710	62.850220	0.826963	0.005299	6.457007	0.647929	1.286431	2.293231	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.638502	0.00 to 0.80 ft	0.000000	0.800000	inf	0.242540	41	0	0	0	0	0	1	0	0	9	1
15	50	0		0.016000	0.000000	0.006500	0.813620	51.000000	15.258768	51.200196	50.680981	0.829892	0.005574	3.342341	0.173607	0.987226	1.073893	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.813620	0.00 to 1.40 ft	0.000000	1.400000	inf	0.298022	41	0	0	0	0	0	1	0	0	7	1
16	51	0		0.016000	0.000000	0.035000	0.730000	80.139826	11.318150	43.504060	43.000000	0.941343	0.004980	7.080647	0.779132	1.509132	2.433139	Supercritical	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	0.730000	0.00 to 0.80 ft	0.000000	0.800000	inf	0.260163	15	0	0	0	0	0	1	0	0	5	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	71	5	0.000000	0.740000
38	72	5	12.000000	0.500000
39	73	5	12.500000	0.480000
40	74	5	12.580000	0.000000
41	75	5	14.000000	0.130000
42	76	5	40.000000	0.650000
43	77	5	66.000000	0.130000
44	78	5	67.420000	0.000000
45	79	5	67.500000	0.480000
46	80	5	68.000000	0.500000
47	81	5	80.000000	0.740000
48	82	6	0.000000	0.800000
49	83	6	15.000000	0.500000
50	84	6	15.500000	0.480000


51	85	6	15.580000	0.000000
52	86	6	17.000000	0.130000
53	87	6	49.740000	0.780000
54	88	6	50.000000	1.200000
55	89	6	57.500000	1.350000
56	90	6	65.000000	1.200000
57	91	6	65.260000	0.780000
58	92	6	95.500000	0.180000
59	93	6	96.920000	0.050000
60	94	6	97.000000	0.530000
61	95	6	97.500000	0.550000
62	96	6	105.000000	0.700000
63	97	6	105.010000	6.700000
64	98	7	0.000000	0.930000
65	99	7	15.000000	0.630000
66	100	7	15.500000	0.610000
67	101	7	15.580000	0.130000
68	102	7	17.000000	0.260000
69	103	7	49.740000	0.910000
70	104	7	50.000000	1.330000
71	105	7	57.500000	1.480000
72	106	7	65.000000	1.330000
73	107	7	65.260000	0.910000
74	108	7	104.500000	0.130000
75	109	7	105.920000	0.000000
76	110	7	106.000000	0.480000
77	111	7	106.500000	0.500000
78	112	7	114.000000	0.650000
79	113	7	114.010000	2.650000
80	114	8	0.000000	0.810000
81	115	8	15.000000	0.510000
82	116	8	15.500000	0.490000
83	117	8	15.580000	0.010000
84	118	8	17.000000	0.140000
85	119	8	50.740000	0.810000
86	120	8	51.000000	1.230000
87	121	8	57.500000	1.360000
88	122	8	64.000000	1.230000
89	123	8	64.260000	0.810000
90	124	8	98.500000	0.130000
91	125	8	99.920000	0.000000
92	126	8	100.000000	0.480000
93	127	8	100.500000	0.500000
94	128	8	107.500000	0.640000
95	129	8	107.510000	2.640000
96	130	9	0.000000	0.800000
97	131	9	15.000000	0.500000
98	132	9	15.500000	0.480000
99	133	9	15.580000	0.000000
100	134	9	17.000000	0.130000


101	135	9	49.740000	0.780000
102	136	9	50.000000	1.200000
103	137	9	57.500000	1.350000
104	138	9	65.000000	1.200000
105	139	9	65.260000	0.780000
106	140	9	93.500000	0.220000
107	141	9	94.920000	0.090000
108	142	9	95.000000	0.570000
109	143	9	95.500000	0.590000
110	144	9	107.500000	0.830000
111	145	10	0.000000	0.650000
112	146	10	26.000000	0.130000
113	147	10	27.420000	0.000000
114	148	10	27.500000	0.480000
115	149	10	28.000000	0.500000
116	150	10	40.000000	0.740000
117	151	45	0.000000	0.650000
118	152	45	26.000000	0.130000
119	153	45	27.420000	0.000000
120	154	45	27.500000	0.480000
121	155	45	28.000000	0.500000
122	156	45	40.000000	0.740000
123	163	48	0.000000	0.590000
124	164	48	23.000000	0.130000
125	165	48	24.500000	0.000000
126	166	48	24.510000	0.500000
127	167	48	40.000000	0.810000
128	173	49	0.000000	0.800000
129	174	49	15.000000	0.500000
130	175	49	15.010000	0.000000
131	176	49	16.500000	0.130000
132	177	49	39.500000	0.590000
133	178	49	62.500000	0.130000
134	179	49	63.990000	0.000000
135	180	49	64.000000	0.500000
136	181	49	79.000000	0.800000
137	182	50	0.000000	0.800000
138	183	50	15.000000	0.500000
139	184	50	15.010000	0.000000
140	185	50	16.500000	0.130000
141	186	50	54.000000	0.880000
142	187	50	54.010000	1.380000
143	188	50	55.000000	1.400000
144	210	51	0.000000	0.800000
145	211	51	15.000000	0.500000
146	212	51	15.010000	0.000000
147	213	51	16.500000	0.130000
148	214	51	46.500000	0.730000
149	215	4	0.000000	0.660000
150	216	4	8.000000	0.500000


151	217	4	8.500000	0.480000
152	218	4	8.580000	0.000000
153	219	4	10.000000	0.130000
154	220	4	40.000000	0.730000
155	221	4	70.000000	0.130000
156	222	4	71.420000	0.000000
157	223	4	71.500000	0.480000
158	224	4	72.000000	0.500000
159	225	4	80.000000	0.660000

	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	7	5	0.000000	10.000000	0.016000	0.000000
6	8	6	0.000000	15.000000	0.016000	0.000000
7	9	7	0.000000	15.000000	0.016000	0.000000
8	10	8	0.000000	15.000000	0.016000	0.000000
9	11	9	0.000000	14.000000	0.016000	0.000000
10	12	10	0.000000	5.000000	0.016000	0.000000
11	13	45	0.000000	5.000000	0.016000	0.000000
12	15	48	0.000000	4.000000	0.016000	0.000000
13	17	49	0.000000	8.000000	0.016000	0.000000
14	18	50	0.000000	6.000000	0.016000	0.000000
15	22	51	0.000000	4.000000	0.016000	0.000000
16	23	4	0.000000	10.000000	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
2	107	0		0.013000	0.000000	0.030000	1.492929	42.000000	2.985859	4.985859	2.000000	2.393269	0.009388	14.066305	3.074858	4.567787	2.029588	Supercritical	0.000000	0.000000	0.000000	2.000000	0.000000	0.000000	0.000000	0.000000		0.000000	inf	inf	0.598865	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
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

	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		4.510000	1.500000	36.251425	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.500000	90.000000	0.830028	0.105000	0.105000	0.525000	4.000000	56	2	0	0	0	0
7	33	0.000000		4.510000	1.500000	36.251425	0.090000	0.020000	0.000000	0.000000	1.500000	1.000000	0.000000	1.000000	0.500000	90.000000	0.830028	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		24.000000	1.500000	31.467880	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.500000	90.000000	0.734358	0.105000	0.105000	3.150000	9.000000	56	2	0	0	0	0
11	57	0.000000		6.750000	1.500000	36.103647	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.500000	90.000000	0.827073	0.105000	0.105000	0.787500	4.500000	56	2	0	0	0	0
12	58	0.000000		6.750000	1.500000	36.103647	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.500000	90.000000	0.827073	0.105000	0.105000	0.787500	4.500000	56	2	0	0	0	0
13	59	0.000000		6.750000	1.500000	36.103647	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.500000	90.000000	0.827073	0.105000	0.105000	0.787500	4.500000	56	2	0	0	0	0
14	60	0.000000		6.750000	1.500000	36.103647	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.500000	90.000000	0.827073	0.105000	0.105000	0.787500	4.500000	56	2	0	0	0	0
15	61	0.000000		6.750000	1.500000	36.103647	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.500000	90.000000	0.827073	0.105000	0.105000	0.787500	4.500000	56	2	0	0	0	0
16	68	0.000000		15.000000	1.500000	167.405676	0.090000	0.020000	0.000000	0.000000	1.500000	1.500000	0.000000	1.500000	0.500000	90.000000	3.453114	0.105000	0.105000	0.787500	4.500000	56	2	0	0	0	0
17	72	0.000000		12.000000	1.500000	21.546898	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.500000	90.000000	0.535938	0.105000	0.105000	3.150000	9.000000	56	2	0	0	0	0
18	76	0.000000		22.000000	1.500000	29.956101	0.090000	0.020000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.500000	90.000000	0.704122	0.105000	0.105000	3.150000	9.000000	56	2	0	0	0	0
19	77	0.000000		16.000000	1.500000	17.878316	0.090000	0.031400	0.000000	0.000000	1.500000	4.750000	0.000000	4.750000	0.500000	90.000000	0.649279	0.087900	0.087900	2.493750	7.750000	56	2	0	0	0	0
20	79	0.000000		12.000000	1.500000	17.016929	0.090000	0.030800	0.000000	0.000000	1.500000	3.500000	0.000000	3.500000	0.500000	90.000000	0.612921	0.088800	0.088800	1.837500	6.500000	56	2	0	0	0	0
21	80	0.000000		15.000000	1.500000	21.703455	0.090000	0.031200	0.000000	0.000000	1.500000	3.500000	0.000000	3.500000	0.500000	90.000000	0.765348	0.088200	0.088200	1.837500	6.500000	56	2	0	0	0	0
22	81	0.000000		12.000000	1.500000	16.966713	0.090000	0.030900	0.000000	0.000000	1.500000	3.500000	0.000000	3.500000	0.500000	90.000000	0.612921	0.088650	0.088650	1.837500	6.500000	56	2	0	0	0	0
23	82	0.000000		11.000000	1.500000	17.155719	0.090000	0.029000	0.000000	0.000000	1.500000	3.500000	0.000000	3.500000	0.500000	90.000000	0.589016	0.091500	0.091500	1.837500	6.500000	56	2	0	0	0	0
24	87	0.000000		13.000000	1.500000	24.300731	0.090000	0.020000	0.000000	0.000000	1.500000	4.750000	0.000000	4.750000	0.500000	90.000000	0.591015	0.105000	0.105000	2.493750	7.750000	56	2	0	0	0	0
25	94	0.000000		26.000000	1.500000	23.443274	0.090000	0.025000	0.000000	0.000000	1.500000	8.500000	0.000000	8.500000	0.500000	90.000000	0.683582	0.097500	0.097500	4.462500	11.500000	56	2	0	0	0	0
26	98	0.000000		13.000000	1.500000	29.527459	0.090000	0.015000	0.000000	0.000000	1.500000	6.000000	0.000000	6.000000	0.500000	90.000000	0.555412	0.112500	0.112500	3.150000	9.000000	56	2	0	0	0	0
27	115	0.000000		29.000000	1.500000	30.660787	0.090000	0.020000	0.000000	0.000000	1.500000	8.500000	0.000000	8.500000	0.500000	90.000000	0.718216	0.105000	0.105000	4.462500	11.500000	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
3	52	0.000000		112.000000	1.500000	35.746883	0.080000	0.020000	0.000000	0.000000	0.000000	0.804938	0.000000	0.000000	0.000000	0.000000	0.000000	12.845896	8.718738	0.000000	0.000000	0.000000	0.000000	0.024000	0.016000	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