Characteristics of Skimming Flow over Stepped Spillways-Reference-Cited by-同舟云学术

Characteristics of Skimming Flow over Stepped Spillways

Published:2000-11 Issue:11 Volume:126 Page:860-873
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Boes Robert M.,Chanson Hubert,Matos Jorge,Ohtsu I.,Yasuda Y.,Takahasi M.,Tatewar Sandip P.,Ingle Ramesh N.,Porey Prakash D.,Chamani M. R.¹²³⁴⁵,Rajaratnam N.¹²³⁴⁵

Affiliation:

1. PhD Student, Lab. of Hydraulics, Hydrol. and Glaciology (VAW), Fed. Inst. of Technol. (ETH), CH-8092 Zurich, Switzerland.

2. Sr. Lect. in Fluid Mech., River and Coast. Hydr. and Envir. Engrg., Dept. of Civ. Engrg., Univ. of Queensland, Brisbane QLD 4072, Australia.

3. Lect., Technical Univ. of Lisbon, IST, Dept. of Civ. Engrg., Lisbon 1096, Portugal.

4. Prof., Dept. of Civ. Engrg., Nihon Univ., Coll. of Sci. and Tech., Kanda Surugadai, 1-8 Chiyoda-ku, Tokyo 101-8308, Japan.

5. Asst. Prof., Dept. of Civ. Engrg., Nihon Univ., Coll. of Sci. and Tech., Tokyo, Japan.

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%282000%29126%3A11%28860%29

Reference52 articles.

1. Bayat H. O. ( 1991). “Stepped spillway feasibility investigation.” Proc. 17th ICOLD Congr . Vienna Austria Q.66(R.98) 1803–1817.

2. Boes R. M. and Hager W. H. ( 1998). “Fiber-optical experimentation in two-phase cascade flow.” Proc. Int. RCC Dams Seminar K. Hansen ed. Denver Colo.

3. Cain P. ( 1978). “Measurements within self-aerated flow on a large spillway.” PhD thesis Ref. 78-18. University of Canterbury Christchurch New Zealand.

4. Kobus H. ( 1984). “Local air entrainment and detrainment.” Proc. Symp. on Scale Effects in Modelling Hydraulic Structures H. Kobus ed. Esslingen Germany 4.10 1–10.

5. Tozzi M. J. ( 1994). “Residual energy in stepped spillways.” Int. Water Power & Dam Constr . 46(5) 32–34.

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