.... 2.5 ft/s dyx.... 10 ft/s Not to scale L A 3 feet long nozzle is attached to a pipe having a diameter of "D." Water in the line flows steadily at 2.5 ft/s at 60° F, whereas the nozzle shoots water at ten ft/s at its exit, where its diameter is reduced to "d." Neglect the weight and assume head loss is negligible. c. Assuming quasi-one-dimensional flow, find the velocity midway from the nozzle entrance d. Find the force required to hold the nozzle stationary e. If the steady flow rate is 2 ft/s, find the pipe diameter and the nozzle diameter at the exit.
.... 2.5 ft/s dyx.... 10 ft/s Not to scale L A 3 feet long nozzle is attached to a pipe having a diameter of "D." Water in the line flows steadily at 2.5 ft/s at 60° F, whereas the nozzle shoots water at ten ft/s at its exit, where its diameter is reduced to "d." Neglect the weight and assume head loss is negligible. c. Assuming quasi-one-dimensional flow, find the velocity midway from the nozzle entrance d. Find the force required to hold the nozzle stationary e. If the steady flow rate is 2 ft/s, find the pipe diameter and the nozzle diameter at the exit.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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