The Hydraulic Gradient

In the pages on the flow of a fluid through pipes, it is seen that there is a loss of head. Whilst some of this is due to the effect…

Taylor Emma

Minor losses

Taylor Emma

Pipes – in Series or Parallel

Pressure loss in pipes connected in series or parallel Pipes in Series For pipes connected in series the pressure loss is the sum of the individual losses: dp = dp1 +…

Taylor Emma

Moody Diagram

The Moody diagram (also known as the Moody chart) is a graph in non-dimensional form that relates the Darcy friction factor, Reynolds number, and the relative roughness for fully developed flow in a circular pipe.…

Taylor Emma

Darcy Friction Factor

The Darcy Equation is a theoretical equation that predicts the frictional energy loss in a pipe based on the velocity of the fluid and the resistance due to friction. It…

Taylor Emma

DARCY’S EQUATION FOR LOSS OF HEAD DUE TO FRICTION IN PIPE

A pipe is a closed conduit through which the fluid flows under pressure.When the fluid flows through the piping system,some of the potential energy is lost due to friction. hƒ=4ƒLv²/2gD…

Taylor Emma

FLOW THROUGH CIRCULAR CONDUITS

PRE REQUEST DISCUSSION This page has an in dept dealing of laminar flow through pipes, boundary layer concept, hydraulic and energy gradient, friction factor, minor losses, and flow through pipes…

Taylor Emma

Reynolds Experiment

Reynolds number is the ratio of the inertial force of flowing fluid to the viscous force of the fluid. Inertial force of the fluid can be expressed as : Inertial…

Taylor Emma

Momentum Equation

DIFFERENCES BETWEEN SOLIDS AND FLUIDS The differences between the behaviors of solids and fluids under an applied force are as follows: i.           For a solid, the strain is a function of…

Taylor Emma

Continuity Equation

When a fluid is in motion, it must move in such a way that mass is conserved. To see how mass conservation places restrictions on the velocity field, consider the steady flow…

Taylor Emma