The resistance of the bend depends quite strongly on the ratio of the bend radius to the pipe diameter - the r/d ratio. A table for this is in the Crane 410 manual on page A-29.
Crane gives formulas for calculating the K values for a variety of fittings for fully developed turbulent flow. Most of the formuals are in the form of the equation given above by StoneCold, i.e. in terms of [ƒ]
T which is the
Moody friction factor under fully developed turbulent flow.
Since K=[ƒ]
T(L/D) once you know [ƒ]
T you can calculate the L/D ratio you require by dividing the calculated K value by [ƒ]
T. By comparing this formula with that given by StoneCold you can immediately see that the constant in the Crane formula is in fact the (L/D) ratio. An inportant factor to remember is that the Crane K values (and indeed most of the K values you will find tabulated in the literature) are for fully developed turbulent flow.
Once you have divided the K value by [ƒ]
T (which is for turbulent flow) and you have extracted the (L/D) for the bend you can use this equivalent length for laminar flow as well with much better accuracy than if you tried to apply a Crane K value to laminar flow. Using euivalent lengths you should still expect errors of up to a factor of 2 - i.e. you will calculate answers that are between 50% and 200% of the "correct" answer.
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