LOCAL SCOURING OF GRAVEL MOUND DUE TO TSUNAMI OVERFLOW AND ITS COUNTERMEASURE-Reference-Cited by-同舟云学术

LOCAL SCOURING OF GRAVEL MOUND DUE TO TSUNAMI OVERFLOW AND ITS COUNTERMEASURE

Published:2014 Issue:2 Volume:70 Page:I_606-I_611
ISSN:2185-4688
Container-title:Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
language:en
Short-container-title:J. JSCE Ser. B3

Author:

SULIANTO Akhmad Adi,MURAKAMI Keisuke,TOKUTOMI Yuki,UENO Kouichi

Publisher

Japan Society of Civil Engineers

Reference11 articles.

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3. 3) Farhoudi, J. and Smith, K. V. H. : Local scour profiles downstream of hydraulic jump, J. of Hydraulic Research, IAHR, Vol. 23, No. 4, pp. 343-358, 1985.

4. 4) Uchida, T. : Study for flow and local scour in just downstream of a groundsill using a vertical two-dimensional analysis, Proc. of the Int. Conference on Civil and Env. Eng., ICCEE, pp. 259-264, 2003.

5. 5) Bormann, N. E. and Julien, P. Y. : Scour downstream of grade- control structures, J. of Hydraulic Eng., ASCE, 117(5), pp. 579-594, 1991.

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