Overflow Spillways Discharge Coefficients Design Head
Discharge Coefficients Design Head: Hydraulic Design Chart
Low Ogee Crests Crest Shape 45-Degree Upstream Slope
Preferred Shapes
References - 100-c0005
45-Degree Upstream Slope Approach Hydraulics
45-Degree Upstream Slope Crest Shape Factors
45-Degree Upstream Slpe Downstream Quadrant-ha = 0.08 Hd
45-Degree Upstteam Slope Downstream Quadrant - ha = 0.12 Hd
45-Dewgree Upstream Slope Upstream Quadrant Factors
45-Degree Upstream Slope Upstream Quadrant Coordinate
Low Ogee Crests Water-Surface Profiles 45-Degree Upstream Slope
45-Degree Upstream Slope Approach Velocity
Computation: Upper Water Surface Profile
Low Ogee Crests Toe Curve Pressures
References - 100-c0016
Low Ogee Crests Toe Curve Pressures: Hydraulic Design Chart
Spillway Chutes Energy - Depth Curves
Supercritical Flow Enrgy - 20 to 44 Feet
Supercritical Flow Energy - 44 to 68 Feet
Supercritical Flow Energy - 68 to 92 Feet
Supercritical Flow Energy - 92 to 116 Feet
Computation: Water Surface Profile
Chute Spillway Computation Aids
Hydraulic Radius - Width -Depth Curves, Width 10 to 120 Ft
Hydraulic Radius - Width -Depth Curves, Width 100 to 1200 Ft
Velocity - Head and V2 / 2.21R4/3 Curves
Chute Spillways Stilling Basins Length of Hydraulic Jump
Application - 100-c0029
Continuous Slope LEngth of Hydraulic Jump
Noncontinuous Slope Jump Length on Slope
Morning Glory Spillways
Crest Shape
References - 100-c0034
Deep Approach - Crest Control Design Discharge
Discharge Coefficient Design Head
Lower nappe Profiles
Lowewr Nappe Surface Coordinates
Lower nappe Surface Coordinates P/R = 0.30
Lower Nappe Surface Coordinates P/R = 0.15
Morning Glory Spillways Hs/Hd vs Hd/R
Crest Shape Equations
Computation: Spillway Design - 100-c0043
100-c
Discharge Coefficients Design Head: Hydraulic Design Chart
Low Ogee Crests Crest Shape 45-Degree Upstream Slope
Preferred Shapes
References - 100-c0005
45-Degree Upstream Slope Approach Hydraulics
45-Degree Upstream Slope Crest Shape Factors
45-Degree Upstream Slpe Downstream Quadrant-ha = 0.08 Hd
45-Degree Upstteam Slope Downstream Quadrant - ha = 0.12 Hd
45-Dewgree Upstream Slope Upstream Quadrant Factors
45-Degree Upstream Slope Upstream Quadrant Coordinate
Low Ogee Crests Water-Surface Profiles 45-Degree Upstream Slope
45-Degree Upstream Slope Approach Velocity
Computation: Upper Water Surface Profile
Low Ogee Crests Toe Curve Pressures
References - 100-c0016
Low Ogee Crests Toe Curve Pressures: Hydraulic Design Chart
Spillway Chutes Energy - Depth Curves
Supercritical Flow Enrgy - 20 to 44 Feet
Supercritical Flow Energy - 44 to 68 Feet
Supercritical Flow Energy - 68 to 92 Feet
Supercritical Flow Energy - 92 to 116 Feet
Computation: Water Surface Profile
Chute Spillway Computation Aids
Hydraulic Radius - Width -Depth Curves, Width 10 to 120 Ft
Hydraulic Radius - Width -Depth Curves, Width 100 to 1200 Ft
Velocity - Head and V2 / 2.21R4/3 Curves
Chute Spillways Stilling Basins Length of Hydraulic Jump
Application - 100-c0029
Continuous Slope LEngth of Hydraulic Jump
Noncontinuous Slope Jump Length on Slope
Morning Glory Spillways
Crest Shape
References - 100-c0034
Deep Approach - Crest Control Design Discharge
Discharge Coefficient Design Head
Lower nappe Profiles
Lowewr Nappe Surface Coordinates
Lower nappe Surface Coordinates P/R = 0.30
Lower Nappe Surface Coordinates P/R = 0.15
Morning Glory Spillways Hs/Hd vs Hd/R
Crest Shape Equations
Computation: Spillway Design - 100-c0043
100-c
