Discussion: Triangular labyrinth side weirs with one and two cycles-Reference-Cited by-同舟云学术

Discussion: Triangular labyrinth side weirs with one and two cycles

Published:2016-06 Issue:3 Volume:169 Page:111-114
ISSN:1741-7589
Container-title:Proceedings of the Institution of Civil Engineers - Water Management
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Water Management

Author:

Borghei Seyed Mahmood¹,Nekooie Mohammad Ali²,Sadeghian Hadi³,Ghazizadeh Mohammad Reza Jalili⁴,Parvaneh Ali¹,Yang James⁵,Javaheri Amir⁶,Kabiri-Samani Abdorreza⁷

Affiliation:

1. Department of Civil Engineering, Sharif University of Technology, Tehran, Iran

2. Faculty of Civil Engineering, Universiti Teknologi Malaysia (UTM), Skudai, Malaysia

3. School of Civil Engineering, University of Tehran, Tehran, Iran

4. Department of Water Engineering, Abbaspour University of Technology, Tehran, Iran

5. Department of Civil and Architectural Engineering, Royal Institute of Technology (KTH), Stockholm, Sweden; Vattenfall R&D, Älvkarleby, Sweden

6. School of Civil and Construction Engineering, Oregon State University, Corvallis, OR, USA

7. Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran

Publisher

Thomas Telford Ltd.

Subject

Water Science and Technology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jwama.15.00032

Reference8 articles.

1. Discharge characteristics of a modified oblique side weir in subcritical flow

2. Triangular labyrinth side weirs with one and two cycles

3. Discharge Coefficient for Trapezoidal Labyrinth Side Weir in Subcritical Flow

4. Discharge Capacity of Labyrinth Side Weir Located on a Straight Channel

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1. Discharge Coefficient of Triangular and Asymmetric Labyrinth Side Weirs Using the Nonlinear PLS Method;Journal of Irrigation and Drainage Engineering;2016-11

2. Editorial;Proceedings of the Institution of Civil Engineers - Water Management;2016-06