Lateral Weir Flow Model using a Curve Fitting Analysis-Reference-Cited by-同舟云学术

Lateral Weir Flow Model using a Curve Fitting Analysis

Published:2002-07 Issue:7 Volume:128 Page:712-715
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Muslu Yilmaz¹

Affiliation:

1. Professor, Dept. of Environmental Engineering, Faculty of Civil Engineering Technical Univ. of Istanbul, 80626 Ayazaga, Istanbul, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282002%29128%3A7%28712%29

Reference8 articles.

1. Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow

2. De Marchi G. (1934). “Saggio di teoria di funzionamente degli stramazzi laterali.” L ’Energia Elettrica Milano Italy 11(11) 849–860 (in Italian).

3. Hager W. H. (1982). “Die hydraulik von verteilkanalen.” Teil 1–2 Mitteilungen der Versuchsanstalt für Wasserbau Hydrologie und Glaziologie ETH Zurich Switzerland 55–56.

4. Numerical Analysis for Lateral Weir Flow

5. Muslu Y. and Tozluk H. (1994). “Yan savaklarda akimin su yüzü profilini etkileyen parametrelerle hesabi.” 8th Múh. Haftasi S. Demirel Üniv. İsparta Turkey (in Türkish).

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