High Overflow Dams Crest Pressures
High Overflow Dams Crest Pressures No Piers
Crest Pressures Center Line of Pier Bay
Crest Pressures Along Piers
High Overflow Dams Pressure Resultans
Pressure Resultants No Piers: Hydraulic Design Chart
Spillway Energy Losses
Turbulent Boundary Layer Investigations
Applications - 100-b0009
References - 100-b0010
Spillway Energy Loss Boundary Layer Development
Spillway Energy Loss Standard Crest Length
Spillway energy Loss Standard Crest Location of Critical Point
Spillway Energy Loss Standard Crest Face Slope 1:0.7
Spillway Energy Loss Sample Computation Face Slope 1:0.7
Spillway Energy Loss Sample Computation Face Slope 1:0.78
High Overflow Dams Spillway Crest with Offsets and Risers Crest Shapes
Downstream Quadrant
Application - 100-b0019
Spillway Crests With Offset and Riser Crest Location
Spillway Cress With Offset and Rise Crest Shape
Spillway Crests With Offset and Riser Geometry Sample Computation
Elliptical Crest Spillway Coordinates
Elliptical Upstream Quadrant Model Tests
Spillway Crest Coordinates: Upstream Quadrant
References - 100-b0026
Elliptical Crest Spillway Coordinates: Coordinate Coefficients
Computation: Spillway Design - 100-b0028
Elliptical Crest Spillway Discharge Coefficients
References - 100-b0030
Elliptical Crest Spillway Discharge Coefficients Vertical Upstream Face
Elliptical Crest Spillway Discharge Coeeficients 1:1 Upstream Face
Gated Ellipotical Crest Spillway Pier Contraction Coefficients
Elliptical Crest Spillway Pier Contraction Coefficients
Elliptical Crest Spillway Water Surfce Profiles
Water Surface Profiles Uncontrolled Crest: Hydraulic Design Chart
Water Surface Profiles Contrlled Crest P/Hd = 0.25
Water Surface Profiles Contrlled Crest P/Hd = 0.5
Water Surface Profiles Contrlled Crest P/Hd = 1.0
Elliptical Crest Spillway: Spillway Crest Pressures
References - 100-b0041
Spillways Crest Pressures No Piers P/Hd = 0.25
Spillways Crest Pressures No Piers P/Hd = 0.5
Spillways Crest Pressures No Piers P/Hd = 1.0
Spillways Crest Pressures With Piers P/Hd = 0.25
Spillways Crest Pressures With Piers P/Hd = 0.5
Spillways Crest Pressures With Piers P/Hd = 1.00
Spillway Crest Pressures Along Pier P/Hd = 3.4
Center Line of Gate Bay P/Hd = 3.4 Vertical Upstream Face
Maximum NEgative Pressure vs He/Hd Uncontrolled Crest
Maximum Negative Pressure vs He/Hd With Piers
Spillway Crest Pressures Without Piers P/Hd = 3.4 Vertical Upstream Face
Elliptical Crest Spillway Cavitation Safety Curves
References - 100-b0054
Cavitation Safety Curves No Piers
Cavitation Safety Curves With Piers
Spillway Stilling Basins Hydraulic Job
Spillway Stilling Basins Hydraulic Jump 10<q<250
Spillway Stilling Basins Hydraulic Jump 10<q<2500
Spilway Stilling Basins Hydraulic Jump Velocity Distribution
References - 100-b0061
Spilway Stilling Basins Hydraulic Jump Velocity Distribution: Hydraulic Design Chart
Spillawy Stilling Basins, Sequent Depth Curves for Rectangular Channel
References - 100-b0064
Sequent Depth Curves Rectangular Channel 3<V1<100
Sequent Depth Curves Rectangular Channel 10<V1<100
Sequent Depth Curves Rectangular Channels 6<V1< 40
Spillway Stilling basins End Sill Tailwater Reduction
End Sill Tailwater Reduction: Hydraulic Design Chart
High Overflow Dams Bucket-Type Energy Dissipator
References - 100-b0071
Bucket-Type Energy Dissipator Roller Depth: Hydraulic Design Chart
Bucket-Type Energy Dissipator Surge Height
Bucket-Type Enrgy Dissipator Sample Computation
High Overflow DAms Energy Dissipators Flip Bucket and Toe Curve Pressures
References - 100-b0076
References (cont.) - 100-b0077
Energy Dissipators Flip Bucket and Toe Curve Pressures
High Overflow Dams Energy Dissipators Flip Bucket Throw Distance
Energy Dissipators Flip Bucket Throw Distance
100-b
High Overflow Dams Crest Pressures No Piers
Crest Pressures Center Line of Pier Bay
Crest Pressures Along Piers
High Overflow Dams Pressure Resultans
Pressure Resultants No Piers: Hydraulic Design Chart
Spillway Energy Losses
Turbulent Boundary Layer Investigations
Applications - 100-b0009
References - 100-b0010
Spillway Energy Loss Boundary Layer Development
Spillway Energy Loss Standard Crest Length
Spillway energy Loss Standard Crest Location of Critical Point
Spillway Energy Loss Standard Crest Face Slope 1:0.7
Spillway Energy Loss Sample Computation Face Slope 1:0.7
Spillway Energy Loss Sample Computation Face Slope 1:0.78
High Overflow Dams Spillway Crest with Offsets and Risers Crest Shapes
Downstream Quadrant
Application - 100-b0019
Spillway Crests With Offset and Riser Crest Location
Spillway Cress With Offset and Rise Crest Shape
Spillway Crests With Offset and Riser Geometry Sample Computation
Elliptical Crest Spillway Coordinates
Elliptical Upstream Quadrant Model Tests
Spillway Crest Coordinates: Upstream Quadrant
References - 100-b0026
Elliptical Crest Spillway Coordinates: Coordinate Coefficients
Computation: Spillway Design - 100-b0028
Elliptical Crest Spillway Discharge Coefficients
References - 100-b0030
Elliptical Crest Spillway Discharge Coefficients Vertical Upstream Face
Elliptical Crest Spillway Discharge Coeeficients 1:1 Upstream Face
Gated Ellipotical Crest Spillway Pier Contraction Coefficients
Elliptical Crest Spillway Pier Contraction Coefficients
Elliptical Crest Spillway Water Surfce Profiles
Water Surface Profiles Uncontrolled Crest: Hydraulic Design Chart
Water Surface Profiles Contrlled Crest P/Hd = 0.25
Water Surface Profiles Contrlled Crest P/Hd = 0.5
Water Surface Profiles Contrlled Crest P/Hd = 1.0
Elliptical Crest Spillway: Spillway Crest Pressures
References - 100-b0041
Spillways Crest Pressures No Piers P/Hd = 0.25
Spillways Crest Pressures No Piers P/Hd = 0.5
Spillways Crest Pressures No Piers P/Hd = 1.0
Spillways Crest Pressures With Piers P/Hd = 0.25
Spillways Crest Pressures With Piers P/Hd = 0.5
Spillways Crest Pressures With Piers P/Hd = 1.00
Spillway Crest Pressures Along Pier P/Hd = 3.4
Center Line of Gate Bay P/Hd = 3.4 Vertical Upstream Face
Maximum NEgative Pressure vs He/Hd Uncontrolled Crest
Maximum Negative Pressure vs He/Hd With Piers
Spillway Crest Pressures Without Piers P/Hd = 3.4 Vertical Upstream Face
Elliptical Crest Spillway Cavitation Safety Curves
References - 100-b0054
Cavitation Safety Curves No Piers
Cavitation Safety Curves With Piers
Spillway Stilling Basins Hydraulic Job
Spillway Stilling Basins Hydraulic Jump 10<q<250
Spillway Stilling Basins Hydraulic Jump 10<q<2500
Spilway Stilling Basins Hydraulic Jump Velocity Distribution
References - 100-b0061
Spilway Stilling Basins Hydraulic Jump Velocity Distribution: Hydraulic Design Chart
Spillawy Stilling Basins, Sequent Depth Curves for Rectangular Channel
References - 100-b0064
Sequent Depth Curves Rectangular Channel 3<V1<100
Sequent Depth Curves Rectangular Channel 10<V1<100
Sequent Depth Curves Rectangular Channels 6<V1< 40
Spillway Stilling basins End Sill Tailwater Reduction
End Sill Tailwater Reduction: Hydraulic Design Chart
High Overflow Dams Bucket-Type Energy Dissipator
References - 100-b0071
Bucket-Type Energy Dissipator Roller Depth: Hydraulic Design Chart
Bucket-Type Energy Dissipator Surge Height
Bucket-Type Enrgy Dissipator Sample Computation
High Overflow DAms Energy Dissipators Flip Bucket and Toe Curve Pressures
References - 100-b0076
References (cont.) - 100-b0077
Energy Dissipators Flip Bucket and Toe Curve Pressures
High Overflow Dams Energy Dissipators Flip Bucket Throw Distance
Energy Dissipators Flip Bucket Throw Distance
100-b
