Show simple item record

contributor authorEhsan Abrari
contributor authorMustafa Ergil
contributor authorMohammad Karim Beirami
date accessioned2017-12-16T09:06:15Z
date available2017-12-16T09:06:15Z
date issued2017
identifier other%28ASCE%29IR.1943-4774.0001223.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238571
description abstractThe end depth of a free overfall (also known as the brink depth) provides a good hint about how to measure discharge (Q). This technical note details two theoretical approaches for computing end depth ratio (EDR) and end depth discharge (EDD) relationships based on the equations of momentum and energy for inverted semicircular channel cross sections. Direct solutions of Q from a known end depth are provided. Available experimental data and previous studies were used to verify the proposed relationships for both approaches.
publisherAmerican Society of Civil Engineers
titleDirect Prediction of Discharge at Supercritical Flow Regime Based on Brink Depth for Inverted Semicircular Channels
typeJournal Paper
journal volume143
journal issue9
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0001223
treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record