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contributor authorDrew P. Desher
contributor authorPatrick K. Davis
date accessioned2017-05-08T20:58:41Z
date available2017-05-08T20:58:41Z
date copyrightDecember 1986
date issued1986
identifier other%28asce%290733-9372%281986%29112%3A6%28993%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34053
description abstractA program titled Sanitary Sewer Design (SSD) has been developed for the Apple II microcomputer. SSD is a heuristic program that attempts to find the least costly design of a sanitary sewer network or pipeline. The program computes velocities, water depths, pipe slopes, and inverts corresponding to inputted diameters, flows, pipe lengths, ground elevations, and design criteria. SSD was used to find the least costly design of a 3.25 mile sewer trunk line in Chapel Hill, N.C., for the Orange Water and Sewer Authority (OWASA). It was also used to perform a sensitivity analysis, which evaluated the effect that design criteria, uncertainty in flows, and alteration of pipe diameters have on the cost of a sewer system. The sensitivity analysis indicated that: (1) Costs can be reduced 20‐25% by relaxing the pipe size progression criterion; and (2) sewer design was relatively sensitive to flow uncertainty.
publisherAmerican Society of Civil Engineers
titleDesigning Sanitary Sewers with Microcomputers
typeJournal Paper
journal volume112
journal issue6
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1986)112:6(993)
treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006
contenttypeFulltext


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