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contributor authorHelena Ramos
contributor authorA. Beta⁁mio de Almeida
date accessioned2017-05-08T20:44:22Z
date available2017-05-08T20:44:22Z
date copyrightJuly 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A7%28689%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25405
description abstractIn small hydro schemes, when equipped with small inertia turbines, the parameterization of water-hammer effects might allow a better characterization of the dynamic behavior of these turbomachines, assisting in the choice of the most appropriate solution. This is particularly important when there is a lack of turbine characteristic curves. A novel technique, based on a dynamic orifice concept, is presented herein. This technique enables the simulation of the turbine operation during both steady-state and transient conditions, which allows a reliable evaluation of various scenarios with different characteristics, essential for design purposes. This type of analysis establishes the interaction between the powerhouse and the hydraulic circuit by means of the characteristic parameters of each component. The most severe hydrotransients occur during extreme operating conditions, such as full-load rejection and turbine stoppages, particularly when the small hydro is installed in hydraulic systems with high head or long pipeline length.
publisherAmerican Society of Civil Engineers
titleParametric Analysis of Water-Hammer Effects in Small Hydro Schemes
typeJournal Paper
journal volume128
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:7(689)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 007
contenttypeFulltext


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