Show simple item record

contributor authorKevin E. Lansey
contributor authorKofi Awumah
date accessioned2017-05-08T21:06:59Z
date available2017-05-08T21:06:59Z
date copyrightJanuary 1994
date issued1994
identifier other%28asce%290733-9496%281994%29120%3A1%2817%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39248
description abstractA methodology for determining optimal pump operation schedules for water‐distribution systems is presented. In addition to minimizing the energy‐consumption cost, the model includes a constraint to limit the number of pumps that are switched on during the planning period. A two‐level approach is adopted whereby the system hydraulics are analyzed in an off‐line mode to generate simplified hydraulic and cost functions for an on‐line model. These functions developed for each pump combination allow for rapid evaluation within a dynamic programming optimization algorithm. Constraints can also be included for tank levels, rate of change of tank level, pump switches during each period, and maximum energy consumption. Solution times for small to medium‐sized systems show that the model can be used in an on‐line mode to determine pump operation schedules; however, the applicability of the model is limited by the number of pumps in the system. An extensive sensitivity that highlights operational problems and the utility of the approach is presented.
publisherAmerican Society of Civil Engineers
titleOptimal Pump Operations Considering Pump Switches
typeJournal Paper
journal volume120
journal issue1
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1994)120:1(17)
treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record