contributor author | M. Carlos | |
contributor author | F. J. Arregui | |
contributor author | E. Cabrera | |
contributor author | C. V. Palau | |
date accessioned | 2017-05-08T21:51:00Z | |
date available | 2017-05-08T21:51:00Z | |
date copyright | April 2011 | |
date issued | 2011 | |
identifier other | %28asce%29hy%2E1943-7900%2E0000351.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64165 | |
description abstract | Water 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. | |
publisher | American Society of Civil Engineers | |
title | Understanding Air Release through Air Valves | |
type | Journal Paper | |
journal volume | 137 | |
journal issue | 4 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0000324 | |
tree | Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 004 | |
contenttype | Fulltext | |