Junction and Drop-Shaft Boundary Conditions for Modeling Free-Surface, Pressurized, and Mixed Free-Surface Pressurized Transient Flows

Author:

León Arturo S.12345,Liu Xiaofeng12345,Ghidaoui Mohamed S.12345,Schmidt Arthur R.12345,García Marcelo H.12345

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Boise State Univ., 1910 Univ. Drive, Boise, ID 83725-2075 (corresponding author).

2. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

3. Professor, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Room 3569, Clear Water Bay, Kowloon, Hong Kong.

4. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. A finite volume scheme for a model coupling free surface and pressurised flows in pipes

2. Robust numerical treatment of flow transitions at drainage pipe boundaries

3. Numerical and experimental water transients in sewer pipes

4. Cardle J. A. (1984). “An investigation of hydraulic transients in combination free surface and pressurized flows.” Ph.D. thesis Univ. of Minnesota Twin Cities MN.

5. Flow Science I. (2005). “Flow-3d v. 9.0 user’s manual.” Tech. Rep . Flow Science Inc. Santa Fe NM.

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