Hydraulic Design Criteria: Physical Constants Acfceleration of Gravity Effects of Latitude and Altitude
References -2
Physical Constants Acceleration of Gravity Effects of Latitude and Altitude: Hydraulic Design Chart 000-1
Barometric Data Altitude vs. Pressure
References -5
Hydraulic Design Chart 000-2
Fluid Properties Effect of Temperature
References -8
Fluid Properties: Kinematic Viscosity of Water Effect of Temperature
Vapor Pressure of Water Effect of Temperature
Surface Tension of Water Effect of Temperature
Bulk Modulus of Water Effect of Temperature
Speed of Sound in Water Effect of Temperature
Open Channel Flow Surface Curve Classifications
Open Channel Flow Classifications Uniform Slopes
Open Channel Flow Backwater Computations
Application -17
List of References -18
Open Channel Flow Definition And Application
Open Channel Flow n vs B(n)
Hydraulic Exponent "N"
Varied Flow Function B(n) n = 0.00 to 0.74*
Varied Flow Function B(n) n = 0.75 to 0.999*
VAried Flow Function B(n) n = 1.001 to 1.85*
VAried Flow Function B(n) n = 1.90 to 20.0*
Open Channel Flow Bridge Pier Losses
Energy Method, Class B Flow
Graphical Solutions
Sample Computations
Rectangular Section Bridge Pier Losses Definition
Classification of Flow Conditions
Class A Flow - Energy Method
Class B Flow - Momentum Method
Class B Flow - Energy Method
U.S. Army Engineer Waterways Experiment Station Computation Sheet -35
Open Water Flow Trash Rack Losses
Open Channel Flow Trash Rack Losses
Air Demand - Regulated Outlet Works
Recommendations
Air Demand Regulated Outlet Works
Air Demand - Regulatory Outlet Works Primary and Secondary Maxima
Air Demand - Regulatory Outlet Works Primary and Secondary Maxima: Hydraulic Design Chart
Sample Air Vent Design Computations
U.S. Army Engineer Waterways Experiment Station Computation Sheet -44
Air Entrainment Wide Chute Flow -45
References -46
Air Entrainment Wide Chute Flow -47
Gate Vibration
Natural Frequency
Gate Vibration Resonance Diagram
Vortex Trail - Forcing Frequency
Forcing Frequency of Reflected Pressure Wave
Natural Frequency of Cable - Suspended Gate
Computation: Vibration FromVortex Trail
Computation: Vibration From Reflected Pressure Wave
Forced Vibrations Constant Friction Damping
Forced Vibrations Constant Friction Damping: Hydraulic Design Chart
000
References -2
Physical Constants Acceleration of Gravity Effects of Latitude and Altitude: Hydraulic Design Chart 000-1
Barometric Data Altitude vs. Pressure
References -5
Hydraulic Design Chart 000-2
Fluid Properties Effect of Temperature
References -8
Fluid Properties: Kinematic Viscosity of Water Effect of Temperature
Vapor Pressure of Water Effect of Temperature
Surface Tension of Water Effect of Temperature
Bulk Modulus of Water Effect of Temperature
Speed of Sound in Water Effect of Temperature
Open Channel Flow Surface Curve Classifications
Open Channel Flow Classifications Uniform Slopes
Open Channel Flow Backwater Computations
Application -17
List of References -18
Open Channel Flow Definition And Application
Open Channel Flow n vs B(n)
Hydraulic Exponent "N"
Varied Flow Function B(n) n = 0.00 to 0.74*
Varied Flow Function B(n) n = 0.75 to 0.999*
VAried Flow Function B(n) n = 1.001 to 1.85*
VAried Flow Function B(n) n = 1.90 to 20.0*
Open Channel Flow Bridge Pier Losses
Energy Method, Class B Flow
Graphical Solutions
Sample Computations
Rectangular Section Bridge Pier Losses Definition
Classification of Flow Conditions
Class A Flow - Energy Method
Class B Flow - Momentum Method
Class B Flow - Energy Method
U.S. Army Engineer Waterways Experiment Station Computation Sheet -35
Open Water Flow Trash Rack Losses
Open Channel Flow Trash Rack Losses
Air Demand - Regulated Outlet Works
Recommendations
Air Demand Regulated Outlet Works
Air Demand - Regulatory Outlet Works Primary and Secondary Maxima
Air Demand - Regulatory Outlet Works Primary and Secondary Maxima: Hydraulic Design Chart
Sample Air Vent Design Computations
U.S. Army Engineer Waterways Experiment Station Computation Sheet -44
Air Entrainment Wide Chute Flow -45
References -46
Air Entrainment Wide Chute Flow -47
Gate Vibration
Natural Frequency
Gate Vibration Resonance Diagram
Vortex Trail - Forcing Frequency
Forcing Frequency of Reflected Pressure Wave
Natural Frequency of Cable - Suspended Gate
Computation: Vibration FromVortex Trail
Computation: Vibration From Reflected Pressure Wave
Forced Vibrations Constant Friction Damping
Forced Vibrations Constant Friction Damping: Hydraulic Design Chart
000
