A B C D E F
1 SupportElementID SupportElementTypeID IsPrototype EngineeringReferenceGuid EngineeringLibraryGuid DateModified
2 1 6 FALSE     06/22/2012 03:09:01 PM
3 2 6 FALSE     04/29/2013 10:27:49 AM
4 3 6 FALSE     04/30/2013 11:30:17 AM
5 4 6 FALSE     04/29/2013 01:47:23 PM
6 5 6 FALSE     06/21/2012 09:08:39 PM
7 6 6 FALSE     04/29/2013 10:25:49 AM
8 7 6 FALSE     04/29/2013 10:25:47 AM
9 8 6 FALSE     04/29/2013 10:27:08 AM
10 9 6 FALSE     04/29/2013 10:25:52 AM
11 10 6 FALSE     06/22/2012 04:24:21 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     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     06/06/2011 04:09:16 PM
30 29 17 FALSE     06/11/2012 09:51:55 AM
31 30 17 FALSE     08/24/2011 03:59:46 PM
32 31 17 FALSE     08/24/2011 03:16:35 PM
33 32 17 FALSE     06/11/2012 11:30:28 AM
34 33 17 FALSE     06/11/2012 11:32:53 AM
35 34 17 FALSE     06/11/2012 09:48:59 AM
36 35 17 FALSE     06/11/2012 09:35:19 AM
37 36 17 FALSE     06/11/2012 10:32:17 AM
38 37 18 FALSE     05/26/2011 04:46:39 PM
39 38 5 FALSE     06/21/2012 07:54:45 PM
40 39 27 FALSE     08/17/2011 09:06:05 AM
41 40 19 FALSE     06/11/2012 11:44:21 AM
42 41 19 FALSE     06/11/2012 11:44:42 AM
43 42 18 FALSE     06/11/2012 10:35:52 AM
44 43 27 FALSE     08/17/2011 09:03:22 AM
45 44 18 FALSE     08/24/2011 03:59:39 PM
46 45 6 FALSE     08/29/2011 05:06:21 PM
47 46 8 FALSE     06/22/2012 02:35:23 PM
48 47 18 FALSE     05/31/2012 09:45:25 AM
49 48 6 FALSE     04/29/2013 11:02:30 AM
50 49 6 FALSE     04/29/2013 11:30:56 AM
51 50 6 FALSE     04/29/2013 10:45:28 AM
52 51 6 FALSE     04/29/2013 01:47:29 PM
53 52 24 FALSE     05/31/2012 09:43:21 AM
54 53 19 FALSE     06/12/2012 09:25:57 AM
55 54 19 FALSE     06/11/2012 10:59:44 AM
56 55 19 FALSE     06/11/2012 11:02:47 AM
57 56 19 FALSE     06/11/2012 11:03:58 AM
58 57 17 FALSE     06/11/2012 11:07:36 AM
59 58 17 FALSE     06/11/2012 11:07:47 AM
60 59 17 FALSE     06/11/2012 11:20:48 AM
61 60 17 FALSE     06/11/2012 11:20:50 AM
62 61 17 FALSE     06/11/2012 11:28:00 AM
63 62 18 FALSE     06/12/2012 10:16:08 AM
64 63 19 FALSE     06/12/2012 09:27:09 AM
65 64 5 FALSE     06/12/2012 09:34:55 AM
66 65 18 FALSE     06/12/2012 10:55:11 AM
67 66 6 FALSE     04/30/2013 11:11:55 AM
68 67 6 FALSE     04/29/2013 10:29:30 AM
69 68 1 FALSE     06/22/2012 04:29:01 PM
70 69 6 FALSE     04/30/2013 11:18:30 AM

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

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

  A B C
1 DomainElementID DomainElementTypeID IsPrototype

  A B C
1 AlternativeID ParentID AlternativeTypeID

  A B C D
1 ScenarioID AlternativeTypeID AlternativeID IsLocal

  A B
1 ScenarioID ParentID

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

  A B
1 ElementID Notes
2 3  
3 4  
4 5  
5 6  
6 7  
7 8  
8 9  
9 15  
10 16  
11 17  
12 18  
13 19  
14 20  
15 21  
16 22  
17 23  
18 24  
19 25  
20 26  
21 29  
22 31  
23 36  
24 41  
25 45  
26 48  
27 49  
28 51  
29 54  
30 55  
31 56  
32 58  
33 59  
34 60  
35 61  
36 63  
37 66  
38 67  

  A B C D E
1 ElementID Label ElementType DomainDataSetID IsDeleted
2 1 Elkhorn Street Section 4 1 FALSE
3 2 Wittig Street Section 4 1 FALSE
4 3 Dorrell Street Section 4 1 FALSE
5 4 Deer Springs Street Section 4 1 FALSE
6 5 Echelon Point Street Section 4 1 FALSE
7 6 FA Street Section btw Elkhorn & Denver Sky 4 1 FALSE
8 7 FA Street Section btw Wittig & Dorrell 4 1 FALSE
9 8 FA Street Section btw Dorrell & Deer Springs 4 1 FALSE
10 9 FA Street Section btw Deer Springs & Echelon Point 4 1 FALSE
11 10 Echelon Point North Half Street Section 4 1 FALSE
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 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 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 FALSE
48 47 DI ELK-N1 4 1 TRUE
49 48 Severence Lane North Half Street Section 4 1 FALSE
50 49 Severence Lane Street Section 4 1 FALSE
51 50 Fort Apache West Half Street Section 4 1 FALSE
52 51 Deer Springs North Half Street Section 4 1 FALSE
53 52 Grate Inlet On Grade - 1 4 1 TRUE
54 53 DI Gold Lake Ave. Existing 4 1 TRUE
55 54 DI Thunder Basin Ave. Existing 4 1 TRUE
56 55 DI Outer Banks Ave. Existing 4 1 TRUE
57 56 DI Olympia Falls Ave. Existing 4 1 TRUE
58 57 DI Oxbow Lake Ave. Existing 4 1 TRUE
59 58 DI White Waterfall Ave. Existing 4 1 TRUE
60 59 DI Brownstone Ledge Ave. Existing 4 1 TRUE
61 60 DI Enchanted Grove Ave. Existing 4 1 TRUE
62 61 DI Bronze River Ave. Existing 4 1 TRUE
63 62 DI North Side of Wittig at Fort Apache Existing 4 1 TRUE
64 63 DI Arrowhead Bluff Ave. Existing 4 1 TRUE
65 64 Circular Pipe - 2 4 1 TRUE
66 65 DI FA-TB-EX 4 1 TRUE
67 66 Fort Apache Worst Case Street Section (West Half) 4 1 FALSE
68 67 Fort Apache Theoretical Worst Case Full Street 4 1 FALSE
69 68 Not Used Anymore 4 1 FALSE
70 69 Wittig North Half Street Section 4 1 FALSE

  A B C D
1 ScenarioID NumericalEngineTypeID CalculationOptionsID IsLocal

  A B
1 CalculationOptionsID NumericalEngineTypeID

  A B C D
1 SelectionSetID SelectionSetType SelectionSetCount SelectionSetElementIDs

  A B C D
1 EmbeddedStickyObjectID HMIEmbeddedStickyObjectFileSize HMIEmbeddedStickyObjectFileDateTime HMIEmbeddedStickyObjectFileData

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

  A B C D E
1 EmbeddedStickyObjectID HMIEmbeddedStickyDomainElementID HMIEmbeddedStickyObjectRelativePath HMIEmbeddedStickyObjectFullPath HMIEmbeddedStickyObjectFileName

  A B C
1 SupportElementID ParentFolderID IsFolderExpanded
2 68 0 0

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

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

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

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

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

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

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

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

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

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR
1 SupportElementID ParentFolderID Messages RoughnessCoefficient RoughnessHeight ChannelSlope NormalDepth Discharge FlowArea WettedPerimeter TopWidth CriticalDepth CriticalSlope Velocity VelocityHead SpecificEnergy FroudeNumber FlowType KinematicViscosity FrictionFactor ReynoldsNumber DownstreamDepth UpstreamDepth Length NumberOfSteps ProfileDescription ProfileHeadloss DownstreamVelocity UpstreamVelocity Diameter MaximumDischarge DischargeFull SlopeFull PercentFull NormalDepthConjugate AverageEndDepthOverRise NormalDepthOverRise HydraulicRadius WorksheetSolveFor SelectedFrictionMethod SelectedGVFMethod SelectedGVFBackwater RatingTableSetupCount RatingCurveSetupCount
2 38 0   0.013000 0.000000 0.012000 2.385904 71.000000 6.028190 6.607805 2.420888 2.671047 0.010073 11.777996 2.155796 4.541700 1.315869 SuperCritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf inf 3.000000 78.591548 73.060444 0.011333 0.795301 0.000000 0.000000 0.795301 0.912283 41 0 0 0 0 0
3 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

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

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

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT
1 SupportElementID ParentFolderID Messages RoughnessCoefficient RoughnessHeight ChannelSlope NormalDepth Discharge FlowArea WettedPerimeter TopWidth CriticalDepth CriticalSlope Velocity VelocityHead SpecificEnergy FroudeNumber FlowType KinematicViscosity FrictionFactor ReynoldsNumber BottomWidth DownstreamDepth UpstreamDepth Length NumberOfSteps ProfileDescription ProfileHeadloss DownstreamVelocity Elevation ElevationRange MinimumElevation MaximumElevation UpstreamVelocity HydraulicRadius WorksheetSolveFor SelectedFrictionMethod SelectedGVFMethod SelectedGVFBackwater SelectedOpenChannelWeightedRoughnessMethod SelectedClosedChannelWeightedRoughnessMethod IsOpenChannel RatingTableSetupCount RatingCurveSetupCount SectionDefinitionsCount SegmentDefinitionsCount
2 1 68   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 0.034100 0.603821 84.000000 13.456999 61.219309 60.382116 0.781828 0.005477 6.242105 0.605518 1.209339 2.331087 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.603821 0.00 to 0.80 ft 0.000000 0.800000 inf 0.219816 41 0 0 0 0 0 1 0 0 11 1
5 4 0   0.016000 0.000000 0.035300 0.689663 136.000000 19.461380 76.865917 75.966282 0.895428 0.004982 6.988199 0.758919 1.448582 2.434089 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.689663 0.00 to 0.73 ft 0.000000 0.730000 inf 0.253186 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 0.000000 0.541500 0.000000 7.530725 41.218868 40.444079 0.674763 0.006194 5.178784 0.416793 0.958293 2.115848 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.541500 0.00 to 2.65 ft 0.000000 2.650000 inf 0.182701 41 0 0 0 0 0 1 0 0 16 1
9 8 0   0.016000 0.000000 0.035000 0.473282 39.000000 6.945550 37.876823 37.064841 0.624801 0.006257 5.615106 0.489983 0.963265 2.286826 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.473282 0.00 to 2.64 ft 0.000000 2.640000 inf 0.183372 41 0 0 0 0 0 1 0 0 16 1
10 9 0   0.016000 0.000000 0.030000 0.524109 0.000000 7.489685 40.678361 39.884550 0.660704 0.006241 5.207162 0.421373 0.945482 2.118454 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.524109 0.00 to 1.35 ft 0.000000 1.350000 inf 0.184120 41 0 0 0 0 0 1 0 0 15 1
11 10 0   0.016000 0.000000 0.030000 0.613609 41.000000 7.040330 32.279816 31.860885 0.767993 0.005560 5.823591 0.527044 1.140653 2.184091 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.613609 0.00 to 0.74 ft 0.000000 0.740000 inf 0.218103 41 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 0.613043 86.000000 13.919332 61.307262 60.304282 0.790379 0.005461 6.178457 0.593233 1.206275 2.267213 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.613043 0.00 to 0.80 ft 0.000000 0.800000 inf 0.227042 41 0 0 0 0 0 1 0 0 9 1
15 50 0   0.016000 0.000000 0.035000 0.590692 39.000000 6.298246 29.570487 29.069214 0.768331 0.005795 6.192200 0.595875 1.186567 2.345305 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.590692 0.00 to 1.40 ft 0.000000 1.400000 inf 0.212991 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
17 66 0   0.016000 0.000000 0.035000 0.590692 39.000000 6.298246 29.570487 29.069214 0.768331 0.005795 6.192200 0.595875 1.186567 2.345305 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.590692 0.00 to 1.40 ft 0.000000 1.400000 inf 0.212991 41 0 0 0 0 0 1 0 0 7 1
18 67 0   0.016000 0.000000 0.035000 0.473282 39.000000 6.945550 37.876823 37.064841 0.624801 0.006257 5.615106 0.489983 0.963265 2.286826 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.473282 0.00 to 2.64 ft 0.000000 2.640000 inf 0.183372 41 0 0 0 0 0 1 0 0 16 1
19 69 0   0.016000 0.000000 0.032200 0.401175 11.000000 2.329177 15.394108 15.045612 0.504833 0.006364 4.722698 0.346613 0.747788 2.116125 Supercritical 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf 0.401175 0.00 to 0.50 ft 0.000000 0.500000 inf 0.151303 41 0 0 0 0 0 1 0 0 5 1

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

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

  A B C D
1 ItemID SupportElementID Station Elevation
2 25 1 0.000000 0.600000
3 26 1 5.000000 0.500000
4 27 1 5.500000 0.480000
5 28 1 5.580000 0.000000
6 29 1 7.000000 0.130000
7 30 1 65.000000 1.290000
8 31 1 68.000000 1.230000
9 32 1 68.260000 1.640000
10 33 1 72.090000 1.570000
11 34 1 72.350000 1.150000
12 35 1 108.000000 0.430000
13 36 1 109.420000 0.300000
14 37 1 109.500000 0.780000
15 38 1 110.000000 0.800000
16 39 1 115.000000 0.900000
17 40 2 0.000000 0.500000
18 41 2 0.500000 0.480000
19 42 2 0.580000 0.000000
20 43 2 2.000000 0.130000
21 44 2 18.500000 0.460000
22 45 2 35.000000 0.130000
23 46 2 36.420000 0.000000
24 47 2 36.500000 0.480000
25 48 2 37.000000 0.500000
26 49 3 0.000000 0.800000
27 50 3 15.000000 0.500000
28 51 3 15.500000 0.480000
29 52 3 15.580000 0.000000
30 53 3 17.000000 0.130000
31 54 3 40.000000 0.590000
32 55 3 63.000000 0.130000
33 56 3 64.420000 0.000000
34 57 3 64.500000 0.480000
35 58 3 65.000000 0.500000
36 59 3 80.000000 0.800000
37 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
129 215 4 0.000000 0.660000
130 216 4 8.000000 0.500000
131 217 4 8.500000 0.480000
132 218 4 8.580000 0.000000
133 219 4 10.000000 0.130000
134 220 4 40.000000 0.730000
135 221 4 70.000000 0.130000
136 222 4 71.420000 0.000000
137 223 4 71.500000 0.480000
138 224 4 72.000000 0.500000
139 174 49 15.000000 0.500000
140 175 49 15.010000 0.000000
141 176 49 16.500000 0.130000
142 177 49 39.500000 0.590000
143 178 49 62.500000 0.130000
144 179 49 63.990000 0.000000
145 180 49 64.000000 0.500000
146 181 49 79.000000 0.800000
147 210 51 0.000000 0.800000
148 211 51 15.000000 0.500000
149 212 51 15.010000 0.000000
150 213 51 16.500000 0.130000
151 214 51 46.500000 0.730000
152 225 4 80.000000 0.660000
153 226 50 0.000000 0.800000
154 227 50 15.000000 0.500000
155 228 50 15.010000 0.000000
156 229 50 16.500000 0.130000
157 230 50 54.000000 0.880000
158 231 50 54.010000 1.380000
159 232 50 55.000000 1.400000
160 233 66 0.000000 0.800000
161 234 66 15.000000 0.500000
162 235 66 15.010000 0.000000
163 236 66 16.500000 0.130000
164 237 66 54.000000 0.880000
165 238 66 54.010000 1.380000
166 239 66 55.000000 1.400000
167 240 67 0.000000 0.810000
168 241 67 15.000000 0.510000
169 242 67 15.500000 0.490000
170 243 67 15.580000 0.010000
171 244 67 17.000000 0.140000
172 245 67 50.740000 0.810000
173 246 67 51.000000 1.230000
174 247 67 57.500000 1.360000
175 248 67 64.000000 1.230000
176 249 67 64.260000 0.810000
177 250 67 98.500000 0.130000
178 251 67 99.920000 0.000000
179 252 67 100.000000 0.480000
180 253 67 100.500000 0.500000
181 254 67 107.500000 0.640000
182 255 67 107.510000 2.640000
183 256 69 0.000000 0.500000
184 257 69 0.500000 0.480000
185 258 69 0.580000 0.000000
186 259 69 2.000000 0.130000
187 260 69 18.500000 0.460000

  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 22 51 0.000000 4.000000 0.016000 0.000000
15 23 4 0.000000 10.000000 0.016000 0.000000
16 24 50 0.000000 6.000000 0.016000 0.000000
17 25 66 0.000000 6.000000 0.016000 0.000000
18 26 67 0.000000 15.000000 0.016000 0.000000
19 27 69 0.000000 4.000000 0.016000 0.000000

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA
1 SupportElementID ParentFolderID Messages Discharge GutterWidth Spread GutterCrossSlope RoadCrossSlope LocalDepression LocalDepressionWidth GrateWidth GrateLength Clogging CurbOpeningLength OpeningHeight ThroatInclineAngle Depth GutterDepression TotalDepression OpenGrateArea ActiveGrateWeirLength WorksheetSolveFor GrateType CurbThroatType CombinationCalculationOption RatingTableSetupCount RatingCurveSetupCount
2 28 0.000000   7.490000 1.500000 35.510021 0.090000 0.020000 0.000000 0.000000 1.500000 1.000000 0.000000 2.500000 0.500000 90.000000 0.815200 0.105000 0.105000 0.525000 4.000000 56 2 0 0 0 0
3 29 0.000000   7.490000 1.500000 35.510021 0.090000 0.020000 0.000000 0.000000 1.500000 1.000000 0.000000 2.500000 0.500000 90.000000 0.815200 0.105000 0.105000 0.525000 4.000000 56 2 0 0 0 0
4 30 0.000000   56.000000 1.500000 37.121650 0.090000 0.020000 0.000000 0.000000 1.500000 13.500000 0.000000 13.500000 0.500000 90.000000 0.847433 0.105000 0.105000 7.087500 16.500000 56 2 0 0 0 0
5 31 0.000000   45.000000 1.500000 35.799637 0.088000 0.020000 0.000000 0.000000 1.500000 11.000000 0.000000 11.000000 0.500000 90.000000 0.817993 0.102000 0.102000 5.775000 14.000000 56 2 0 0 0 0
6 32 0.000000   4.510000 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   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
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

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

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

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM
1 SupportElementID ParentFolderID Messages Discharge GutterWidth Spread GutterCrossSlope RoadCrossSlope LocalDepression LocalDepressionWidth GrateWidth GrateLength Clogging CurbOpeningLength Depth GutterDepression TotalDepression ActiveGrateLength InterceptedFlow BypassFlow FlowArea Velocity SplashOverVelocity FrontalFlowFactor SideFlowFactor GrateFlowRatio EquivalentCrossSlope LengthFactor TotalInterceptionLength Slope RoughnessCoefficient Efficiency WorksheetSolveFor GrateType CurbThroatType CombinationCalculationOption GrateFlowOption RatingTableSetupCount RatingCurveSetupCount
2 14 0.000000 Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m). 49.000000 1.500000 23.509572 0.088240 0.020000 0.000000 0.000000 1.500000 10.999999 0.000000 10.999970 0.572551 0.102360 0.102360 10.999999 25.127699 23.872301 5.603770 8.744114 97.340161 1.000000 0.400633 0.187160 0.032772 0.000000 109.992143 0.041400 0.016000 0.512810 19 2 0 0 0 0 0
3 15 0.000000 Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m). 24.000000 1.500000 19.210551 0.088240 0.020000 0.000000 0.000000 1.500000 10.999999 0.000000 10.999970 0.486571 0.102360 0.102360 10.999999 15.551095 8.448905 3.767223 6.370741 97.340161 1.000000 0.541695 0.231871 0.035823 0.000000 68.929931 0.028300 0.016000 0.647962 19 2 0 0 0 0 0
4 16 0.000000 Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m). 8.000000 1.500000 12.797822 0.088240 0.020000 0.000000 0.000000 1.500000 10.999999 0.000000 10.999970 0.358316 0.102360 0.102360 10.999999 6.317378 1.682622 1.714612 4.665777 97.340161 1.000000 0.674322 0.354185 0.044170 0.000000 36.698882 0.024500 0.016000 0.789672 19 2 0 0 0 0 0
5 17 0.000000 Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m). 28.000000 1.500000 20.392667 0.088240 0.020000 0.000000 0.000000 1.500000 10.999999 0.000000 10.999970 0.510213 0.102360 0.102360 10.999999 17.597343 10.402657 4.235379 6.610979 97.340161 1.000000 0.525114 0.217658 0.034853 0.000000 74.761399 0.028300 0.016000 0.628477 19 2 0 0 0 0 0
6 18 0.000000 Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m). 10.000000 1.500000 14.002089 0.088240 0.020000 0.000000 0.000000 1.500000 10.999999 0.000000 10.999970 0.382402 0.102360 0.102360 10.999999 7.657352 2.342648 2.037355 4.908325 97.340161 1.000000 0.653979 0.322975 0.042040 0.000000 41.517648 0.024500 0.016000 0.765735 19 2 0 0 0 0 0
7 19 0.000000 Grate Length should be within the defined range of HEC-22's Chart 5 (approx. 0.5-4.5 ft / 0.15-1.35 m). 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

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

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

  A B C D E F G H I J K L M N O P Q R S T
1 SupportElementID ParentFolderID Messages Discharge GutterWidth Spread GutterCrossSlope RoadCrossSlope LocalDepression LocalDepressionWidth CurbOpeningLength OpeningHeight ThroatInclineAngle Depth GutterDepression TotalDepression WorksheetSolveFor CurbThroatType RatingTableSetupCount RatingCurveSetupCount
2 27 0.000000   45.000000 2.166600 14025.855120 0.088000 0.020000 0.000000 0.000000 1.000000 0.500000 90.000000 280.664431 0.147329 0.147329 56 0 0 0
3 40 0.000000   4.080000 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
1 ItemID SupportElementID FieldID Minimum Maximum Increment

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ
1 SupportElementID ParentFolderID Messages RoughnessCoefficient RoughnessHeight ChannelSlope NormalDepth Discharge FlowArea WettedPerimeter TopWidth CriticalDepth CriticalSlope Velocity VelocityHead SpecificEnergy FroudeNumber FlowType KinematicViscosity FrictionFactor ReynoldsNumber BottomWidth DownstreamDepth UpstreamDepth Length NumberOfSteps ProfileDescription ProfileHeadloss DownstreamVelocity UpstreamVelocity Height AverageEndDepthOverRise NormalDepthOverRise DischargeFull SlopeFull PercentFull HydraulicRadius WorksheetSolveFor SelectedFrictionMethod SelectedGVFMethod SelectedGVFBackwater RatingTableSetupCount RatingCurveSetupCount
2 39 0   0.013000 0.000000 0.025000 3.346725 281.000000 13.386900 10.693450 4.000000 5.352844 0.007988 20.990670 6.847272 10.193997 2.022850 Supercritical 0.000000 0.000000 0.000000 4.000000 0.000000 0.000000 0.000000 0.000000   0.000000 inf inf 4.000000 0.000000 0.836681 289.162367 0.026469 0.836681 1.251878 41 0 0 0 0 0
3 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
1 ItemID SupportElementID FieldID Minimum Maximum Increment

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

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

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

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

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

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

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