Discussion and Closure: Use of Rubber Dams for Flood Mitigation in Hong Kong

Author:

Chanson Hubert,Tam Paul Wing Ming

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference18 articles.

1. Chanson H. (1995). “Flow characteristics of undular hydraulic jumps: Comparison with near-critical flows.” Rep. CH45/95 Dept. of Civ. Engrg. Univ. of Queensland Australia.

2. Chanson H. (1996). “Some hydraulic aspects during overflow above inflatable flexible membrane dam.” Rep. CH47/96 Dept. of Civ. Engrg. Univ. of Queensland Australia.

3. Chervet A. (1984). “Model-prototype of the defective behaviour of an inflatable dam.” Proc. Int. Symp. on Scale Effects in Modelling Hydr. Struct. H. Kobus ed. IAHR Esslingen Germany.

4. Ogihara K. and Maramatsu T. (1985). “Rubber dam: Causes of oscillation of rubber dams and countermeasures.” Proc. 21st IAHR Congress Melbourne Australia 600–604.

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