Trapezoidal Channels
Application -6000002
Open Channel Flow Slope Coefficients, 0.0001<S<0.010
Open Channel Flow Slope Coefficients, 0.01<S<1.00
Trapezoidal Channels Ck vs Base Width, Side Slope 1 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 1 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 1 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 1 1/2 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 1 1/2 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 1 1/2 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 2 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 2 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 2 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/4 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/4 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/4 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/2 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/2 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/2 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 3 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 3 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 3 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Critical Depth Curves, Side Slope 1 1/2 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 1 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 2 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 2 1/4 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 2 1/2 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 3 to 1
Open Channel Flow Rectangular Sections
Three-dimensional Flow
Normal and Critical Depths Wide Rectangular Sections
Ck vs Base Width Rectangular Sections, Base Widths of 0 to 200 Ft
Ck vs Base Width Rectangular Sections, Base Widths of 200 to 600 Ft
Ck vs Base Width Rectangular Sections, Base Widths of 0 to 60 Ft
Subcritical Open Channel Flow Drop Structures
SAF-Type Drop Structures
Design Discharge
References -6000038
Subcritical Open Channel Flow, CIT-Type Drop Structure
SAF-Type Drop Structure Basic Geometry
SAF-Type Drop Structure Jet Impact Location
Drop Intake Structures
Drop Intake Structures (cont.)
Drop Intake Structures: HDC Chart
Drop Intake Structures Calibration Curves
Drop Intake Structures Typical Design
Open Channel Flow Resistance Coefficients
Effects of Reynolds Number
Suggested Design Criteria
Application -6000050
References -6000051
Open Channel Flow Resistance Coefficients: Hydraulic Design Chart
Open Channels c-n-R-Ks Relation
Open Channel Flow Resistance Coefficients Sample Computation
Open Channel Flow Composite Roughness Effective Manning's n
Application -6000056
References -6000057
Open Channel Flow Composite Roughness Effective Manning's n: Hydraulic Design Chart
Composite Roughness Wetted Perimeter Relation
Channel Curves Superelevation
Curve Design
Invert Banking
Channel Curves Superelevation: Hydraulic Design Chart
Channel Curves With Spiral Transitions Rapid Flow
Banked Curves
References -6000066
Channel Curve Geometry Equal Spirals
Channel Curve Geometry Unequal Spirals
Curved Channels Spiral Curve Tables
Curved Channels Spiral Curve Tables (cont.) -6000070
Curved Channels Spiral Curve Tables (cont.) -6000071
Curved Channels Spiral Curve Tables (cont.) -6000072
Curved Channels Spiral Curve Tables (cont.) -6000073
Channel Curve Example Computation
Channel Curve Example Computation (cont.)
Curved Channels Example Plan and Profile
600
Application -6000002
Open Channel Flow Slope Coefficients, 0.0001<S<0.010
Open Channel Flow Slope Coefficients, 0.01<S<1.00
Trapezoidal Channels Ck vs Base Width, Side Slope 1 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 1 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 1 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 1 1/2 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 1 1/2 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 1 1/2 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 2 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 2 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 2 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/4 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/4 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/4 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/2 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/2 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 2 1/2 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Ck vs Base Width, Side Slope 3 to 1
Trapezoidal Channels Ck vs Base Width, Side Slope 3 to 1 (cont.)
Trapezoidal Channels Ck vs Base Width, Side Slope 3 to 1, Base Width 0 to 50 Feet
Trapezoidal Channels Critical Depth Curves, Side Slope 1 1/2 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 1 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 2 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 2 1/4 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 2 1/2 to 1
Trapezoidal Channels Critical Depth Curves, Side Slope 3 to 1
Open Channel Flow Rectangular Sections
Three-dimensional Flow
Normal and Critical Depths Wide Rectangular Sections
Ck vs Base Width Rectangular Sections, Base Widths of 0 to 200 Ft
Ck vs Base Width Rectangular Sections, Base Widths of 200 to 600 Ft
Ck vs Base Width Rectangular Sections, Base Widths of 0 to 60 Ft
Subcritical Open Channel Flow Drop Structures
SAF-Type Drop Structures
Design Discharge
References -6000038
Subcritical Open Channel Flow, CIT-Type Drop Structure
SAF-Type Drop Structure Basic Geometry
SAF-Type Drop Structure Jet Impact Location
Drop Intake Structures
Drop Intake Structures (cont.)
Drop Intake Structures: HDC Chart
Drop Intake Structures Calibration Curves
Drop Intake Structures Typical Design
Open Channel Flow Resistance Coefficients
Effects of Reynolds Number
Suggested Design Criteria
Application -6000050
References -6000051
Open Channel Flow Resistance Coefficients: Hydraulic Design Chart
Open Channels c-n-R-Ks Relation
Open Channel Flow Resistance Coefficients Sample Computation
Open Channel Flow Composite Roughness Effective Manning's n
Application -6000056
References -6000057
Open Channel Flow Composite Roughness Effective Manning's n: Hydraulic Design Chart
Composite Roughness Wetted Perimeter Relation
Channel Curves Superelevation
Curve Design
Invert Banking
Channel Curves Superelevation: Hydraulic Design Chart
Channel Curves With Spiral Transitions Rapid Flow
Banked Curves
References -6000066
Channel Curve Geometry Equal Spirals
Channel Curve Geometry Unequal Spirals
Curved Channels Spiral Curve Tables
Curved Channels Spiral Curve Tables (cont.) -6000070
Curved Channels Spiral Curve Tables (cont.) -6000071
Curved Channels Spiral Curve Tables (cont.) -6000072
Curved Channels Spiral Curve Tables (cont.) -6000073
Channel Curve Example Computation
Channel Curve Example Computation (cont.)
Curved Channels Example Plan and Profile
600
