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171208

A Review of Conventional Friction Formulae.

Article

Last updated: 22 Jan 2023

Subjects

-

Tags

Irrigation and Hydraulic Engineering

Abstract

The purpose of the present research is to choose a suitable resistance formula for the local conditions of unlined open channels. This was achieved by using a mathematical model for El-Mansoura canal, east of delta, Fig.(1). To construct the numerical model field data were collected and analysed. 
Manning's equation could be used for design purposes on the condition that Manning's coefficient varies between 0.024 and 0.026, Cole-brook's formula for smooth turbulent flow gave the best accurate simulated depth and discharge values by using a modified factor.  
 

DOI

10.21608/bfemu.2021.171208

Authors

First Name

Mohamed

Last Name

Shamaa

MiddleName

Tarek Ibrahim

Affiliation

Assistant Professor of Irrigation and Hydraulics Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt.

Email

tarekshamaa@yahoo.com

City

Mansoura

Orcid

-

First Name

A.

Last Name

Zidan

MiddleName

R.

Affiliation

Irrigation and Hydraulics Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt.

Email

-

City

Mansoura

Orcid

-

First Name

S.

Last Name

Sakia

MiddleName

-

Affiliation

Irrigation and Hydraulics Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt.

Email

-

City

Mansoura

Orcid

-

Volume

15

Article Issue

2

Related Issue

24852

Issue Date

1990-12-01

Receive Date

1990-10-12

Publish Date

2021-05-22

Page Start

7

Page End

33

Print ISSN

1110-0923

Online ISSN

2735-4202

Link

https://bfemu.journals.ekb.eg/article_171208.html

Detail API

https://bfemu.journals.ekb.eg/service?article_code=171208

Order

2

Type

Research Studies

Type Code

1,205

Publication Type

Journal

Publication Title

MEJ. Mansoura Engineering Journal

Publication Link

https://bfemu.journals.ekb.eg/

MainTitle

-

Details

Type

Article

Created At

22 Jan 2023