150-m-long commercial steel pipe is to convey 30 L/s of oil = 0.9, u- 0.038 N-s/m?) from one tank to another submerged discharge) where the difference in elevation of he free liquid surfaces is 2 m (Fig. P8.69). The pipe ntrance is flush, and there is a fully-open gate valve in the Ene. Using only a basic scientific calculator, find the iameter theoretically required. (Hint: It may be easier to y 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 utomatic equation solving capabilities. Az Valve Le.0 Figure P8.69
150-m-long commercial steel pipe is to convey 30 L/s of oil = 0.9, u- 0.038 N-s/m?) from one tank to another submerged discharge) where the difference in elevation of he free liquid surfaces is 2 m (Fig. P8.69). The pipe ntrance is flush, and there is a fully-open gate valve in the Ene. Using only a basic scientific calculator, find the iameter theoretically required. (Hint: It may be easier to y 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 utomatic equation solving capabilities. Az Valve Le.0 Figure P8.69
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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