Show simple item record

contributor authorJames A. Liggett
contributor authorLi‐Chung Chen
date accessioned2017-05-08T20:42:08Z
date available2017-05-08T20:42:08Z
date copyrightAugust 1994
date issued1994
identifier other%28asce%290733-9429%281994%29120%3A8%28934%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24016
description abstractModern monitoring devices can inexpensively extract a huge amount of data from water‐distribution systems through measurements of pressure (and sometimes flows). These data can be used in algorithms for transient analysis, time‐lagged calculations, inverse calculations, and event detection to continuously determine the calibration and the general state of health of the distribution system. The last three calculations depend on the first. The most useful of those three is the inverse calculation, which can calibrate while determining leaks or unauthorized use. A key to efficient calculation is the adjoint solution of the system (generally easier than the transient analysis) to find gradient data and a Jacobian matrix. These are used to find a Hessian matrix, which is used in the Levenberg‐Marquardt method to adjust parameters so as to minimize the difference between calculated and measured heads. The adjoint method is also used to compute sensitivities, which are valuable in judging the quality of the solution.
publisherAmerican Society of Civil Engineers
titleInverse Transient Analysis in Pipe Networks
typeJournal Paper
journal volume120
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1994)120:8(934)
treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 008
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record