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contributor authorMasashi Shimada
date accessioned2017-05-08T20:41:36Z
date available2017-05-08T20:41:36Z
date copyrightSeptember 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A9%281287%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23715
description abstractThe incidence method, graph‐theoretically formulated using incidence matrices, is useful as a rigid water‐column model for analyzing slow transients in complex pipeline systems. This incidence method is enhanced by state‐space notation and combined with the control theory. It leads to a more comprehensive analysis of transients than do numerical computations of initial‐ and boundary‐value problems. The number of variables required in the incidence method is reduced to a minimum, i.e., state variables for describing behavior of the system. To constitute state variables, linearly dependent discharges of pipes are explicitly expressed by linearly independent ones, using one of the incidence submatrices. To determine usefulness of the state‐space method, adequate valve operations for smoothly controlled transients are predicted by associating the theory of discrete optimal regulator with the actual valve characteristics, such as the speed of valves and the adequate range of valve opening.
publisherAmerican Society of Civil Engineers
titleState‐Space Analysis and Control of Slow Transients in Pipes
typeJournal Paper
journal volume118
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:9(1287)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 009
contenttypeFulltext


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