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contributor authorSang Hyun Kim
date accessioned2017-05-08T20:45:04Z
date available2017-05-08T20:45:04Z
date copyrightMarch 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A3%28201%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25881
description abstractThe oscillatory flows in pipeline systems due to excitation by valve operation are efficiently analyzed by the impulse response method. The impact of leakage is incorporated into the transfer functions of the complex head and discharge. Frequency-dependent friction is used to consider the impact of unsteady friction for laminar condition. Extensive development of the impulse response method was made by considering the sources of friction associated with the local and convective acceleration of velocity for turbulent flow. The genetic algorithm was integrated into the impulse response method to calibrate the location and the quantity of leakage. The calibration function for leakage detection can be made using the pressure-head response at the valve, or the pressure-head and flow response at the section upstream from the valve. The proposed leak detection algorithm shows the potentials for being applied to a simple pipeline system with a single leak or multiple leaks.
publisherAmerican Society of Civil Engineers
titleExtensive Development of Leak Detection Algorithm by Impulse Response Method
typeJournal Paper
journal volume131
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:3(201)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 003
contenttypeFulltext


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