What effect do such losses have on your initial analysis of full-flow discharge? What other loss elements should be considered in the analysis? What value is there in your initial discharge analysis? A municipal water supply diversion pipe carries flow from Lake Agnes to the watershed divide atCameron Pass. A 3.34-km long portion of the pipeline was reconstructed in 1984 using 1000-mm diameterSpirolite high-density polyethylene (plastic) pipe and carrying 0.99 m³/s. If the pipeline must incorporate 845° miter bends (with a typical loss coefficient of 0.25) to accommodate the mountainside alignment, what isthe additional expected head loss (in m)?

Given, L = 3.34 km or 3340 m D = 1000 mm or 1 m Q = 0.99 m3/s

Answered: What effect do such losses have on your…

What effect do such losses have on your initial analysis of full-flow discharge? What other loss elements should be considered in the analysis? What value is there in your initial discharge analysis?

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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Question

What effect do such losses have on your initial analysis of full-flow discharge? What other loss elements should be considered in the analysis? What value is there in your initial discharge analysis?

A municipal water supply diversion pipe carries flow from Lake Agnes to the watershed divide at
Cameron Pass. A 3.34-km long portion of the pipeline was reconstructed in 1984 using 1000-mm diameter
Spirolite high-density polyethylene (plastic) pipe and carrying 0.99 m³/s. If the pipeline must incorporate 8
45° miter bends (with a typical loss coefficient of 0.25) to accommodate the mountainside alignment, what is
the additional expected head loss (in m)?

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