EFFECT OF BEDLOAD TRANSPORT ON EROSION RATE OF COHESIVE SEDIMENT

Author:

HARSANTO Puji,TOAN Nguyen Manh Minh,TAKEBAYASHI Hiroshi,FUJITA Masaharu

Publisher

Japan Society of Civil Engineers

Reference10 articles.

1. 1) Mehta, A.J., Hayter, E.J., Parker, W.R., Krone, R.B., and Teeter, A.M.: Cohesive sediment transport. I: Process description, J. of Hyd. Eng., ASCE, Vol. 115, No. 8, pp. 1076-1093, 1989.

2. 2) Sanford, L.P., and Maa, J.P.Y.: A unified erosion formulation fine sediment, Marine Geology, Vol. 179, pp. 9-23, 2001.

3. 3) Gularte, R.C., Kelly, W.E., and Nacci, V.A.: Erosion of cohesive sediments as a rate process, Ocean Engng., Vol. 7, pp. 539-551, 1980.

4. 4) Nishimori, K., and Sekine, M.: Studies on soil erosion processes and erosion kinetics sticky, B JSCE, Vol. 65 No. 2, pp. 127-140, 2009. (in Japanese)

5. 5) Roberts, J., Jepsen, R., Gotthard, D., and Lick, W.: Effects of particle size and bulk density on erosion of quartz particles, J. of Hyd. Eng., ASCE, Vol. 124, pp. 1261-1267, 1998.

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1. THE PROCESS OF EROSION AND DEFORMATION OF THE CLAY BED;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2018

2. EROSION PROCESS OF CLAY RIVERBED BY SAND TRANSPORT AND VERTICAL STRUCTURE OF THE BED;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2015

3. INVESTIGATION OF RIVER-BED MORPHOLOGY AND GENERATING PROCESS OF LOCAL SCOURING IN THE KISO RIVER;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2014

4. EFFECT OF SAND TRANSPORT ON DEFORMATION OF BED WITH COHESIVE SEDIMENT;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2013

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