A 150-m-long commercial steel pipe is to convey 30 L/s of oil (s = 0.9, u = 0.038 N-s/m?) from one tank to another (submerged discharge) where the difference in elevation of the free liquid surfaces is 2 m (Fig. P8.69). The pipe entrance is flush, and there is a fully-open gate valve in the line. Using only a basic scientific calculator, find the diameter theoretically required. (Hint: It may be easier to try for D than for f in this case.) A basic scientific calculator is here defined to be one that is not programmable and does not have automatic equation solving capabilities. Valve Figure P8.69

A 150-m-long commercial steel pipe is to convey 30 L/s of oil (s = 0.9, u = 0.038 N-s/m?) from one tank to another (submerged discharge) where the difference in elevation of the free liquid surfaces is 2 m (Fig. P8.69). The pipe entrance is flush, and there is a fully-open gate valve in the line. Using only a basic scientific calculator, find the diameter theoretically required. (Hint: It may be easier to try for D than for f in this case.) A basic scientific calculator is here defined to be one that is not programmable and does not have automatic equation solving capabilities. Valve Figure P8.69

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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