Flow over Ogee Spillway: Physical and Numerical Model Case Study-Reference-Cited by-同舟云学术

Flow over Ogee Spillway: Physical and Numerical Model Case Study

Published:2001-08 Issue:8 Volume:127 Page:640-649
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Savage Bruce M.¹²³,Johnson Michael C.¹²³

Affiliation:

1. Members, ASCE

2. Grad. Res. Asst., Utah Water Res. Lab., Dept. of Civ. Engrg., Utah State Univ., Logan, UT 84322-8200.

3. Adjunct Prof., Utah Water Res. Lab., Dept. of Civ. Engrg., Utah State Univ., Logan, UT 84322-8200.

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%282001%29127%3A8%28640%29

Reference30 articles.

1. Betts P. L. ( 1979). “A variation principle in terms of stream function for free surface flows and its application to finite element method.” Comp. and Fluids 7(2) 145–153.

2. Bürgisser M. F. and Rutschmann P. ( 1999). “Numerical solution of viscous 2DV free surface flows: Flow over spillway crests.” Proc. 28th IAHR Congr. Technical University Graz Graz Austria.

3. “Irrotational flow over spillways of finite height.”;Cassidy J. J.;J. Engrg. Mech. Div.,1965

4. Advances in Calculation Methods for Supercritical Flow in Spillway Channels

5. Chow V. T. ( 1959). Open-channel hydraulics McGraw-Hill New York 365–380.

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