Godunov-Type Solutions for Transient Pipe Flow Implicitly Incorporating Brunone Unsteady Friction

Author:

Zhou Ling1ORCID,Li Yunjie2,Karney Bryan3ORCID,Cheng Yongguang4ORCID,Liu Deyou5

Affiliation:

1. Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China (corresponding author). ORCID: .

2. Ph.D. Candidate, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China.

3. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4. ORCID: .

4. Professor, School of Water Resources and Hydropower Engineering, Wuhan Univ., Wuhan 430072, China. ORCID: .

5. Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference22 articles.

1. Developments in unsteady pipe flow friction modelling

2. Brunone B. U. M. Golia and M. Greco. 1991. “Some remarks on the momentum equations for fast transients.” In Proc. Int. Meeting on Hydraulic Transients with Column Separation (9th and Last Round Table of the IAHR Group) 201–209. Valencia Spain: International Association for Hydro-Environment Engineering and Research.

3. Resistance coefficients for accelerated and decelerated flows through smooth tubes and orifices;Daily J. W.;Trans. ASME,1956

4. Equivalent Differential Equations in Fixed‐Grid Characteristics Method

5. Energy Estimates for Discretization Errors in Water Hammer Problems

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