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72992

Effect Of Geometry Of The Broad Crested Weir On The Dimensions Of The Downstream Apron

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Last updated: 25 Dec 2024

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Abstract

The objective of this study is to investigate the effect of the
geometry of the broad crested weir, (crest height, crest width,
top surface slope, top surface roughness, corners radius, and
crest contraction ratio ), on the predicted apron length (L) and
depth (D).
The experimental work has been carried out using a beech
models placed in an open rectangular flume under different
values of discharge. These models are divided to six categories
to study the effect of the aforementioned parameters. Also, one
model of cach category is built-up with the experimental
predicted apron dimensions and reexamined against the D.S.
scour at the same conditions.
From the experimental results of the present investigation ,it
is found that there is a general increase in the apron length

DOI

10.21608/erjm.1999.72992

Authors

First Name

Kassem S.

Last Name

El- Alfy

MiddleName

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Affiliation

Assistant Prof., Dept. of Civil Eng., Faculty of Engineering, Menoufia University, Shebin El-Kom, Egypt.

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First Name

Moustafa A.

Last Name

El-Enany

MiddleName

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Affiliation

Assistant Prof., Dept. of Civil Eng., Faculty of Engineering, Menoufia University, Shebin El-Kom, Egypt.

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Volume

22

Article Issue

1

Related Issue

11060

Issue Date

1999-01-01

Receive Date

2020-02-23

Publish Date

1999-01-01

Page Start

29

Page End

44

Print ISSN

1110-1180

Online ISSN

3009-6944

Link

https://erjm.journals.ekb.eg/article_72992.html

Detail API

https://erjm.journals.ekb.eg/service?article_code=72992

Order

3

Type

Original Article

Type Code

1,118

Publication Type

Journal

Publication Title

ERJ. Engineering Research Journal

Publication Link

https://erjm.journals.ekb.eg/

MainTitle

Effect Of Geometry Of The Broad Crested Weir On The Dimensions Of The Downstream Apron

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Article

Created At

22 Jan 2023