Entrance Loss Coefficient in Hydraulics and Waterworks Formulas

Entrance Loss Coefficient is defined as the amount of head lost at entrance. And is denoted by K_e.

Formulas to find Entrance Loss Coefficient in Hydraulics and Waterworks

fxEntrance Loss Coefficient given Velocity of Flow FieldsGo

fxEntrance Loss Coefficient using formula for Head on Entrance measured from Bottom of CulvertGo

fxEntrance Loss Coefficient given Head on Entrance using Mannings formulaGo

fxHead Loss in FlowGo

fxVelocity of Flow FieldsGo

fxLength of Culvert given Velocity of Flow FieldsGo

fxHydraulic Radius of Culvert given Velocity of Flow FieldsGo

fxHead on Entrance measured from Bottom of CulvertGo

fxNormal Depth of Flow given Head on Entrance measured from Bottom of CulvertGo

fxVelocity of Flow given Head on Entrance measured from Bottom of CulvertGo

fxHead on Entrance measured from Bottom of Culvert using Mannings formulaGo

fxNormal Depth of Flow given Head on Entrance measured from Bottom using Mannings formulaGo

fx Head Loss of Friction Go

fx Mean Velocity of Culverts Go

fx Manning’s Roughness Coefficient Go

fx Length of Culverts Go

fx Hydraulic Radius of Channel Go

fx Total Head at Entrance of Flow Go

fx Normal Depth of Flow Go

fx Bed Slope of Channel Go