Show simple item record

contributor authorM. Carlos
contributor authorF. J. Arregui
contributor authorE. Cabrera
contributor authorC. V. Palau
date accessioned2017-05-08T21:51:00Z
date available2017-05-08T21:51:00Z
date copyrightApril 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000351.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64165
description abstractWater transients with entrapped air can originate large pressure peaks that can severely damage distribution networks. Entrapped air can have a damping or amplifying effect on these undesirable pressure peaks. Unfortunately, the complexity of the phenomenon too often makes it difficult to obtain a fully reliable prediction about when air pockets will mitigate or accentuate water transients. Furthermore, the value of some of the parameters involved in the conventional numerical models cannot be calculated or measured and need to be determined through a calibration process. With the aim of overcoming most of the aforementioned uncertainties, this paper summarizes a complete set of tests conducted at WL | Delft Hydraulics. These tests were simulated by means of a tailored numerical model that includes a set of parameters whose values were determined by means of a calibration process. The experimental setup, a large-scale facility, consisted of a single steep pipeline with an air valve installed at its top end. Air release through different air valves was tested under different conditions.
publisherAmerican Society of Civil Engineers
titleUnderstanding Air Release through Air Valves
typeJournal Paper
journal volume137
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000324
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record