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Ordinary approximations try to solve the main Colebrook-White solution, as shown in these methods. But as time has pasted many specific types of material and fluids make slight changes in the Colebrook-White equation to more accuracy. My methods can be easily changed by updating the specific equation. Here are six different Colebrook versions.

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which is also known as the Colebrook equation, expresses the Darcy friction factor f as a function of pipe relative roughness ε / D h and Reynolds number.. In 1939, Colebrook found an implicit correlation for the friction factor in round pipes by fitting the data of experimental studies of turbulent flow in smooth and rough pipes.

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The Swamee–Jain equation can be used to solve directly for the Darcy–Weisbach friction factor for a full-flowing pipe. It approximates the implicit Colebrook–White equation. 1. The following constants are used in this solution: 2 sec ft g 32.17 2. The Reynolds Number is an intermediate calculation and an input to the Swamee-Jain equation ...

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Colebrook Equation Solver in Excel The Colebrook Equation. Watch my free training just for engineers. In the three-part video series I'll show you how to... Spreadsheet Inputs. We will enter everything but f into the “Inputs” section of the spreadsheet. Spreadsheet Outputs. In the “Outputs” section ...

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The Swamee–Jain equation can be used to solve directly for the Darcy–Weisbach friction factor for a full-flowing pipe. It approximates the implicit Colebrook–White equation. 1. The following constants are used in this solution: 2 sec ft g 32.17 2. The Reynolds Number is an intermediate calculation and an input to the Swamee-Jain equation ... Colebrook-White equation, of which a number of variations exist, has the general form: and particle size, other roughness coefficients can be made functions of depth and Bedload Sediment Rate Meyer-Peter-Muller and Einstein. Many more equations exist, some of which are more appropriate for different conditions, sand bed for example.

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