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TURBULENT STRUCTURE IN OPEN CHANNEL FLOW WITH FLEXIBLE VEGETATION MODEL
柔軟植生模型を有する開水路流れの乱流構造
2014
Journal of Japan Society of Civil Engineers Ser B1 (Hydraulic Engineering)
柔軟植生模型を有する開水路流れの乱流構造
1 正会員 博士(工学)徳山工業高等専門学校土木建築工学科(〒745-8080山口県周南市学園台) 2 学生会員 徳山工業高等専門学校専攻科 環境建設工学専攻(同上) Characteristics of turbulent structure of open channel flow with flexible vegetation model on the bottom wall were investigated using velocity measurements and flow visualization techniques. The velocity measurements indicate that vertical and horizontal mean primary velocity shears (∂U/∂y, ∂U/∂z) and maximums of turbulence intensity and vertical Reynolds shear stress are formed in the vicinity of the top of the
doi:10.2208/jscejhe.70.i_709
fatcat:i4hqfshl7vavtm34ya3hh3ewka