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

  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

  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   7.000000 1.500000 11.610118 0.090000 0.020000 0.000000 0.000000 1.500000 1.500000 0.000000 1.500000 0.337202 0.105000 0.105000 1.500000 2.830216 4.169784 1.426698 4.906433 5.137475 1.000000 0.018978 0.392793 0.047496 0.000000 35.299234 0.030000 0.016000 0.404317 19 2 0 0 0 0 0

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  A B C
1 AlternativeID ParentID AlternativeTypeID

  A B
1 CalculationOptionsID NumericalEngineTypeID

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

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

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

  A B C
1 DomainElementID DomainElementTypeID IsPrototype

  A B C D
1 DomainDataSetID ElementType ElementTypeID Count
2 1 4 1 0
3 1 4 2 0
4 1 4 3 0
5 1 4 4 0
6 1 4 5 1
7 1 4 6 10
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 9
19 1 4 18 14
20 1 4 19 2
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 1
29 1 4 28 0
30 1 4 29 0

  A B C D
1 EmbeddedStickyObjectID HMIEmbeddedStickyObjectFileSize HMIEmbeddedStickyObjectFileDateTime HMIEmbeddedStickyObjectFileData

  A B C D E
1 ElementID Label ElementType DomainDataSetID IsDeleted
2 1 Elkhorn Street Section 4 1 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 FALSE
16 15 DI Echelon Point N-2 4 1 FALSE
17 16 DI Echelon Point N-3 4 1 FALSE
18 17 DI Echelon Point S-1 4 1 FALSE
19 18 DI Echelon Point S-2 4 1 FALSE
20 19 DI Deer Springs S-1 4 1 FALSE
21 20 DI Deer Springs S-2 4 1 FALSE
22 21 DI Deer Springs S-3 4 1 FALSE
23 22 DI Deer Springs S-4 4 1 FALSE
24 23 DI Deer Springs N-1 4 1 FALSE
25 24 DI Deer Springs N-2 4 1 FALSE
26 25 DI Deer Springs N-3 4 1 FALSE
27 26 DI Deer Springs N-4 4 1 FALSE
28 27 FA & Dorrell NW Existing 4 1 TRUE
29 28 DI FA & Dorrell NW Existing 4 1 FALSE
30 29 DI FA & Dorrell SW Existing 4 1 FALSE
31 30 DI FA & Dorrell NW Proposed 4 1 FALSE
32 31 DI FA & Dorrell SW Proposed 4 1 FALSE
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 FALSE
36 35 DI FA & Wittig on Wittig Existing 4 1 FALSE
37 36 DI FA-W-2 4 1 FALSE
38 37 DI FA-W-1 4 1 TRUE
39 38 Circular Pipe - 1 4 1 FALSE
40 39 Box Pipe - 1 4 1 FALSE
41 40 DI Avon Park Existing 4 1 FALSE
42 41 DI Horseshoe Basin Existing 4 1 FALSE
43 42 DI FA & Wittig on Southside FA Existing 4 1 FALSE

  A B
1 ElementID Notes
2 3  
3 4  
4 5  
5 6  
6 7  
7 8  
8 9  
9 15  
10 16  
11 17  
12 18  
13 19  
14 20  
15 21  
16 22  
17 23  
18 24  
19 25  
20 26  
21 29  
22 31  
23 36  
24 41  

  A B
1 ScenarioID ParentID

  A B C D
1 ScenarioID AlternativeTypeID AlternativeID IsLocal

  A B C D
1 ScenarioID NumericalEngineTypeID CalculationOptionsID IsLocal

  A B C D
1 SelectionSetID SelectionSetType SelectionSetCount SelectionSetElementIDs

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

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

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

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

  A B C D
1 ItemID SupportElementID Station Elevation
2 25 1 0.000000 0.600000
3 26 1 5.000000 0.500000
4 27 1 5.500000 0.480000
5 28 1 5.580000 0.000000
6 29 1 7.000000 0.130000
7 30 1 65.000000 1.290000
8 31 1 68.000000 1.230000
9 32 1 68.260000 1.640000
10 33 1 72.090000 1.570000
11 34 1 72.350000 1.150000
12 35 1 108.000000 0.430000
13 36 1 109.420000 0.300000
14 37 1 109.500000 0.780000
15 38 1 110.000000 0.800000
16 39 1 115.000000 0.900000
17 40 2 0.000000 0.500000
18 41 2 0.500000 0.480000
19 42 2 0.580000 0.000000
20 43 2 2.000000 0.130000
21 44 2 18.500000 0.460000
22 45 2 35.000000 0.130000
23 46 2 36.420000 0.000000
24 47 2 36.500000 0.480000
25 48 2 37.000000 0.500000
26 49 3 0.000000 0.800000
27 50 3 15.000000 0.500000
28 51 3 15.500000 0.480000
29 52 3 15.580000 0.000000
30 53 3 17.000000 0.130000
31 54 3 40.000000 0.590000
32 55 3 63.000000 0.130000
33 56 3 64.420000 0.000000
34 57 3 64.500000 0.480000
35 58 3 65.000000 0.500000
36 59 3 80.000000 0.800000
37 60 4 0.000000 0.660000
38 61 4 8.000000 0.500000
39 62 4 8.500000 0.480000
40 63 4 8.580000 0.000000
41 64 4 10.000000 0.130000
42 65 4 40.000000 0.730000
43 66 4 70.000000 0.130000
44 67 4 71.420000 0.000000
45 68 4 71.500000 0.480000
46 69 4 72.000000 0.500000
47 70 4 80.000000 0.660000
48 71 5 0.000000 0.740000
49 72 5 12.000000 0.500000
50 73 5 12.500000 0.480000
51 74 5 12.580000 0.000000
52 75 5 14.000000 0.130000
53 76 5 40.000000 0.650000
54 77 5 66.000000 0.130000
55 78 5 67.420000 0.000000
56 79 5 67.500000 0.480000
57 80 5 68.000000 0.500000
58 81 5 80.000000 0.740000
59 82 6 0.000000 0.800000
60 83 6 15.000000 0.500000
61 84 6 15.500000 0.480000
62 85 6 15.580000 0.000000
63 86 6 17.000000 0.130000
64 87 6 49.740000 0.780000
65 88 6 50.000000 1.200000
66 89 6 57.500000 1.350000
67 90 6 65.000000 1.200000
68 91 6 65.260000 0.780000
69 92 6 95.500000 0.180000
70 93 6 96.920000 0.050000
71 94 6 97.000000 0.530000
72 95 6 97.500000 0.550000
73 96 6 105.000000 0.700000
74 97 6 105.010000 6.700000
75 98 7 0.000000 0.930000
76 99 7 15.000000 0.630000
77 100 7 15.500000 0.610000
78 101 7 15.580000 0.130000
79 102 7 17.000000 0.260000
80 103 7 49.740000 0.910000
81 104 7 50.000000 1.330000
82 105 7 57.500000 1.480000
83 106 7 65.000000 1.330000
84 107 7 65.260000 0.910000
85 108 7 104.500000 0.130000
86 109 7 105.920000 0.000000
87 110 7 106.000000 0.480000
88 111 7 106.500000 0.500000
89 112 7 114.000000 0.650000
90 113 7 114.010000 2.650000
91 114 8 0.000000 0.810000
92 115 8 15.000000 0.510000
93 116 8 15.500000 0.490000
94 117 8 15.580000 0.010000
95 118 8 17.000000 0.140000
96 119 8 50.740000 0.810000
97 120 8 51.000000 1.230000
98 121 8 57.500000 1.360000
99 122 8 64.000000 1.230000
100 123 8 64.260000 0.810000
101 124 8 98.500000 0.130000
102 125 8 99.920000 0.000000
103 126 8 100.000000 0.480000
104 127 8 100.500000 0.500000
105 128 8 107.500000 0.640000
106 129 8 107.510000 2.640000
107 130 9 0.000000 0.800000
108 131 9 15.000000 0.500000
109 132 9 15.500000 0.480000
110 133 9 15.580000 0.000000
111 134 9 17.000000 0.130000
112 135 9 49.740000 0.780000
113 136 9 50.000000 1.200000
114 137 9 57.500000 1.350000
115 138 9 65.000000 1.200000
116 139 9 65.260000 0.780000
117 140 9 93.500000 0.220000
118 141 9 94.920000 0.090000
119 142 9 95.000000 0.570000
120 143 9 95.500000 0.590000
121 144 9 107.500000 0.830000
122 145 10 0.000000 0.650000
123 146 10 26.000000 0.130000
124 147 10 27.420000 0.000000
125 148 10 27.500000 0.480000
126 149 10 28.000000 0.500000
127 150 10 40.000000 0.740000

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

  A B C
1 SupportElementID ParentFolderID IsFolderExpanded

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

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

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

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

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

  A B C D E
1 EmbeddedStickyObjectID HMIEmbeddedStickyDomainElementID HMIEmbeddedStickyObjectRelativePath HMIEmbeddedStickyObjectFullPath HMIEmbeddedStickyObjectFileName

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

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

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