Head loss pressure flow relationship

Losses in Pipes equation, which relates the head loss, or pressure loss, due velocity of the fluid flow for an incompressible fluid. Experimental data indicates that the frictional pressure drop in the two-phase flow (e.g. in a boiling. An energy or pressure difference must exist to cause the liquid to move. A portion of This resistance to flow is called head loss due to friction. The formula is.

Pump Head Calculations Within a pipe system there is often a pump which adds additional pressure known as 'pump head' to overcome friction losses and other resistances.

Pump Head: Simple Explanation

The performance of a pump is usually available from the manufacturer, in terms of the pump performance curve, which plots a graph of the flow versus head produced by the pump for a range of flow values. Since the head produced by the pump varies with the flow rate, finding the operating point on the pump performance curve is not always an easy task.

Friction loss - Wikipedia

If you guess a flow rate and then calculate the pump head added, this in turn will affect the pressure difference in the pipe, which itself actually affects the flow rate that would occur. Of course if you use our Pipe Flow Expert Software then it will find the exact operating point on the pump curve for you, ensuring that the flows and pressures balance throughout your system to give an accurate solution your piping design.

However you calculate the pump head added in your pipe, this additional fluid head must be added back to any pressure drop that has occured in the pipe. Overall Pipe Pressure Drop Calculation The pressure at the end of the pipe under consideration is therefore given by the following equation where all items are specified in m Head of Fluid: A negative value would indicate a pressure gain. K is the sum of all of the loss coefficients in the length of pipe, each contributing to the overall head loss. Although K appears to be a constant coefficient, it varies with different flow conditions.

Factors affecting the value of K include: Tabulated values of K are for components in isolation - with long straight runs of pipe upstream and downstream. Some very basic information on K values for different fittings is included with these notes and in most introductory fluid mechanics texts.

For more detail see e. To calculate losses in piping systems with both pipe friction and minor losses use in place of the Darcy-Weisbach equation. The procedures are the same except that the K values may also change as iteration progresses. Total Fluid Energy Daniel Bernoulli, a Swiss mathematician and physicist, theorized that the total energy of a fluid remains constant along a streamline assuming no work is done on or by the fluid and no heat is transferred into or out of the fluid. The total energy of the fluid is the sum of the energy the fluid possesses due to its elevation elevation headvelocity velocity headand static pressure pressure head.

The energy loss, or head loss, is seen as some heat lost from the fluid, vibration of the piping, or noise generated by the fluid flow. Between two points, the Bernoulli Equation can be expressed as: In other words, the upstream location can be at a lower or higher elevation than the downstream location. If the fluid is flowing up to a higher elevation, this energy conversion will act to decrease the static pressure. If the fluid flows down to a lower elevation, the change in elevation head will act to increase the static pressure. Conversely, if the fluid is flowing down hill from an elevation of 75 ft to 25 ft, the result would be negative and there will be a

• Losses in Pipes
• Pipe Pressure Drop Calculations
• Darcy–Weisbach equation