Show simple item record

contributor authorAndrzej Bargiela
contributor authorGraham D. Hainsworth
date accessioned2017-05-08T21:06:30Z
date available2017-05-08T21:06:30Z
date copyrightMarch 1989
date issued1989
identifier other%28asce%290733-9496%281989%29115%3A2%28212%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38955
description abstractIn the monitoring of water distribution systems, the inaccuracy of input data contributes greatly to the inaccuracy of system state estimates calculated from them. It is important, therefore, that the system operators are given not only the values of flows and pressures in the network at any instant of time but also that they have some indication of how reliable these values are. The quantification of the inaccuracy of calculated flows and pressures caused by the input data uncertainty is called here confidence limit analysis. Several confidence limit analysis algorithms are presented. These include a Monte Carlo simulation method, an optimization method, and a sensitivity matrix technique. The performance of these algorithms is assessed in terms of their suitability for real‐time control or design stage applications. Results are presented for a realistic test network.
publisherAmerican Society of Civil Engineers
titlePressure and Flow Uncertainty in Water Systems
typeJournal Paper
journal volume115
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1989)115:2(212)
treeJournal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record