The flow velocity and flow depth in a 5 m wide rectangular channel are 1.5 m/s and 4 m,...
00201117463933
372 Results
The flow velocity and flow depth in a 5 m wide rectangular channel are 1.5 m/s and 4 m,...
Bentley FlowMaster, Bottom Width, Design of Cross Sections, Discharge, Engineering Software, Equal Side Slopes, FlowMaster, Infrastructure Engineering, Normal Depth, Open Channel Flow, Rating Curve, Side Slope, Trapezoidal Cross Section, Triangular Cross Section, Tutorials
|Engineering Software, FlowMaster
| |1432
|FlowMaster is an easy-to-use program that helps civil engineers with the hydraulic design and analysis of pipes, gutters, inlets,...
Bentley FlowMaster, Bottom Width, Design of Cross Sections, Discharge, Engineering Software, Equal Side Slopes, FlowMaster, Infrastructure Engineering, Normal Depth, Open Channel Flow, Rating Curve, Side Slope, Trapezoidal Cross Section, Triangular Cross Section, Tutorials
|Engineering Software, FlowMaster
| |2161
|FlowMaster is an easy-to-use program that helps civil engineers with the hydraulic design and analysis of pipes, gutters, inlets,...
Bentley FlowMaster, Bottom Width, Design of Cross Sections, Discharge, Engineering Software, Equal Side Slopes, FlowMaster, Infrastructure Engineering, Normal Depth, Open Channel Flow, Rating Curve, Side Slope, Trapezoidal Cross Section, Triangular Cross Section, Tutorials
|Engineering Software, FlowMaster
| |3195
|FlowMaster is an easy-to-use program that helps civil engineers with the hydraulic design and analysis of pipes, gutters, inlets,...
Artificial Cross Sections, Circular Cross Section, Composite Cross Section, Cross Sections, Hydraulic Depth, Hydraulic Radius, Natural Cross Sections, Open Channel Flow, Rectangular Cross Section, Top Width, Trapezoidal Cross Section, Triangular Cross Section, Very Wide Cross Section, Wetted Area, Wetted Perimeter
|Library, Open Channel Flow Library
| |1228
|Types of Open Channel Flow Cross Sections : Natural cross sections Artificial (Man-made) cross sections Channels may be natural...
Break in Grade, Channel Bed, Circular Channel, Conduit, Darcy-Weisbach Coefficient, Depth, Depth of Flow, Discharge, Energy Losses, Flow in Open Channels, Frictionless, Horizontal Channel, Hydraulic Jump, Hydraulics, MCQ, Momentum Equation, Multiple Choice Questions, Non-uniform Flow, Normal Depth, Open Channel, Open Channel Flow, Rapidly Varied Flow, Rectangular Channel, Sequent Depth, Sequent-Depth Ratio, Sloping Channel, Steady Flow, Trapezoidal Cross Section, Triangular Cross Section, Uniform Flow, Velocity of Flow, Water Depth, Wide Section
| | |8323
|The following post contains Multiple Choice Questions (MCQ) covering "Hydraulic Jump" of Open Channel Flow / Hydraulics. Try answering...
Break in Grade, Circular Cross Section, Critical Flow, Critical Slope, Flow in Open Channels, Horizontal Slope, Hydraulic Jump, Hydraulics, Length of Hydraulic Jump, MCQ, Mild Slope, Multiple Choice Questions, Open Channel Flow, Rapidly Varied Flow, Rectangular Cross Section, RVF, Sequent Depth, Sequent-Depth Ratio, Steep Slope, Subcritical Flow, Supercritical Flow, Trapezoidal Cross Section, Triangular Cross Section
| | |4088
|The following post contains Multiple Choice Questions (MCQ) covering "Hydraulic Jump" of Open Channel Flow / Hydraulics. Try answering...
Adverse Slope, Channel Bed, Chezy Equation, Chezy Formula, Conduit, Control Depth, Control Point, Control Section, Conveyance Factor, Critical Flow, Critical Slope, Depth, Depth of Flow, Discharge, Flow in Open Channels, Gradually Varied Flow, GVF Differential Equation, GVF Theory, Horizontal Slope, Hydraulics, Manning Equation, MCQ, Mild Slope, Multiple Choice Questions, Non-uniform Flow, Normal Depth, Open Channel, Open Channel Flow, Prismatic, Rectangular Channel, Slope of Total Energy Line, Steady Flow, Steep Slope, Subcritical Flow, Supercritical Flow, Transitional Depth, Trapezoidal Cross Section, Triangular Cross Section, Uniform Flow, Velocity of Flow, Water Depth, Water Surface Profile, Wide Section
| | |12386
|The following post contains Multiple Choice Questions (MCQ) covering "Gradually Varied Flow Theory" of Open Channel Flow / Hydraulics....
Adverse Slope, Circular Cross Section, Control Point, Control Section, Critical Flow, Critical Slope, Differential Equation of Gradually Varied Flow, Flow in Open Channels, Flow Profile Analysis, Flow Profiles Classification, Gradually Varied Flow, Gradually Varied Flow Theory, GVF, Horizontal Slope, Hydraulics, Manning Equation, Manning Roughness Coefficient, MCQ, Mild Slope, Multiple Choice Questions, Open Channel Flow, Rectangular Cross Section, Steep Slope, Subcritical Flow, Supercritical Flow, Transitional Depth, Trapezoidal Cross Section, Triangular Cross Section
| | |5833
|The following post contains Multiple Choice Questions (MCQ) covering "Gradually Varied Flow Theory" of Open Channel Flow / Hydraulics....
Chezy Coefficient, Chezy Formula, Hydraulic Radius, Hydraulics, Library, Open Channel Flow, Uniform Flow
|Library, Open Channel Flow Library
| |1324
|By definition there is no acceleration in uniform flow. By applying the momentum equation to a control volume encompassing...