A STOCHASTIC MODEL TO CALCULATE EQUILIBRIUM AND NON-EQUILIBRIUM SUSPENDED LOAD IN OPEN CHANNEL

Author:

ASHIDA Kazuo1,FUJITA Masaharu1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference12 articles.

1. 1) 芦田和男・藤田正治: 河床粒子の浮遊機構とそのモデル化, 土木学会論文集, 第375号, 1986.

2. 2) 中川博次・辻本哲郎・村上正吾・小薮仁: 浮遊砂の基準面濃度の推定について, 第28回水理講演会論文集, pp. 665-670, 1984.

3. 3) 芦田和男・道上正規: 浮遊砂に関する研究 (1) ―河床付近の濃度―, 京都大学防災研究所年報第13号B, pp. 233-242, 1970.

4. 4) Itakura, T. and Kishi, T.: Open Channel Flow with Suspended Sediments, Proc. ASCE, HY8, August, pp. 1325-1343, 1980.

5. 5) 久保輝一郎・水渡英二・中川有三・早川宗八郎: 粉体, 丸善, pp. 208-211, 1964.

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1. METHOD TO ANALYZE SUSPENDED SEDIMENT BY MEANS OF ENTRAINMENT VELOCITY;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2020

2. RECENT PROGRESS OF SEDIMENT TRANSPORT RESEARCH AND PREDICTION OF BED DEFORMATION;Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering);2011

3. Gravel-Silt-Packed Bed Model and Its Application to the River Channel Deformation with Vegetation;International Journal of Erosion Control Engineering;2010

4. STUDY ON THE TRANSPORTATION PROCESS OF BED MATERIAL LOAD;Doboku Gakkai Ronbunshu;1996-08-21

5. CONCENTRATION DISTRIBUTION OF SUSPENDED SEDIMENT UNDER NON-EQUILIBRIUM CONDITIONS;Doboku Gakkai Ronbunshu;1990-11-20

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