Show simple item record

contributor authorM. Bijankhan
contributor authorV. Ferro
contributor authorS. Kouchakzadeh
date accessioned2017-05-08T21:53:23Z
date available2017-05-08T21:53:23Z
date copyrightMay 2013
date issued2013
identifier other%28asce%29ir%2E1943-4774%2E0000584.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65470
description abstractCalibration of gates under free-flow and submerged-flow regimes is a classical hydraulic problem. In this paper, dimensional analysis was applied to investigate both free- and submerged-flow conditions through a radial gate. The original Ferro’s method for submerged flow regime was modified by introducing the maximum allowable tailwater depth permitting free flow. Based on the Buckingham theorem and applying the incomplete self similarity (ISS) concept, different forms of the dimensional equations were proposed. According to the current available experimental data, the most accurate dimensionless formula was proposed. The proposed dimensional equation not only is more accurate than the original Ferro’s method but can also be applied for free- to submerged-flow conditions continuously and through the transition zone. Finally, a new discharge reduction function (DRF), which is applicable for other water measuring structures and gates working under submerged flow condition, was identified.
publisherAmerican Society of Civil Engineers
titleNew Stage-Discharge Relationships for Radial Gates
typeJournal Paper
journal volume139
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000556
treeJournal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record