Time evolution of water surface oscillations in surge tanks-Reference-Cited by-同舟云学术

Time evolution of water surface oscillations in surge tanks

Published:2017-03-01 Issue:5 Volume:55 Page:657-667
ISSN:0022-1686
Container-title:Journal of Hydraulic Research
language:en
Short-container-title:Journal of Hydraulic Research

Author:

Guo Junke¹,Woldeyesus Kokob²,Zhang Jianmin³,Ju Xiaoming⁴

Affiliation:

1. (IAHR Member), Associate Professor, Department of Civil Engineering, University of Nebraska-Lincoln, Omaha, NE 68182, USA

2. PhD Student, Department of Civil Engineering, University of Nebraska-Lincoln, Omaha, NE 68182, USA

3. (IAHR Member), Professor, State Key Lab of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, Sichuan 610065, PR China

4. Professor, College of Water Resources and Hydropower Engineering, Sichuan University, Chengdu, Sichuan 610065, PR China

Funder

Sichuan University

Publisher

Informa UK Limited

Subject

Water Science and Technology,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/00221686.2017.1289267

Reference41 articles.

1. Barthakur, K. C. (1997). Experimental and theoretical studies of water hammer pressure in surge tank and pressure conduit (PhD dissertation). India Institute of Technology Guwahati, India.

2. Numerical treatment of ordinary differential equations by extrapolation methods

3. Bullough, J. B. B. & Robbie, J. F. (1972). The accuracy of Cenain numerical procedures when applied to the solution of ordinary differential equations of the type used in the digital prediction of mass oscillation in closed conduits. In Proceedings of first conference on pressure surges (vol. A6, pp. 53–57). Bedford: British Hydromechanics Research Association.

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