Effect of tidal current on sediment transport at the tidal flats

Journal of Coastal Research

Volumn , Issue SPEC. ISSUE 50, 2007, Pages 746-750

  Uno, K ^a   Nakano, S ^b  

^a KOBE CITY COLLEGE OF TECHNOLOGY   (Japan)

^b UNIVERSITY OF TOKUSHIMA   (Japan)

Author keywords

Friction velocity; River mouth bar; Sediment; Tidal flow simulations

Indexed keywords

ANIMALIA;

EID: 77956853711     PISSN: 07490208     EISSN: 15515036     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. WADA, K. et al.,1996. WWW Japan Science Report (in Japanese), Vol.3,182p.
2. NAKANO, S. AND OKABE, T., 2002. Long-term topography change in lower reaches of the Yoshino river (in Japanese), Proceedings of River Engineering, JSCE, Vol.8, pp. 207-212
3. MANNING, R., 1889. On the Flow of Water in Open Channels and Pipes, Trans. Inst. Civ. En , 20, pp. 161-207.
4. ASHIDA, K. AND MICHIUE, M., 1972. Study on hydraulic resistance and bed-load transport rate in alluvial streams (In Japanese). Proc. JSCE, 206, pp.59-69.
5. EGIAZAROFF, I. V., 1965. Calcuration of nonuniform sediment concentration. Journal of hydraulic division, ASCE, No.91(HY4), pp. 225-247.
6. WEISBACH, J., 1845. Lehrbuch der Ingenieur-und Maschinen- Mechanik, Braunschwieg.
7. BRETSCHNEIDER, C., 1958. Generation of wind waves over a shallow bottom, U.S. Army Corps of Engineer, Beach Erosion Board, and Tech. Memo. No.51.
8. SATO, S., KIKKAWA, H., AND ASHIDA K., 1957. Study on sediment transport of bed gravels (in Japanese.). Report of Public Works Research Institute Ministry of Construction, 98. pp.13-30.