The coefficient of head loss at the pipe bend 90° with the sliced bend

Journal of Water and Land Development

article

Moh Abduh¹  Suhardjono Suhardjono²  Sumiadi Sumiadi²  Very Dermawan² 

[1]Universitas Muhammadiyah Malang, Department of Civil Engineering

[2]Universitas Brawijaya

关键词: direction change;    head loss;    loss coefficient;    pipeline network;    sliced bend;    slice numbers;   

DOI  :  10.24425/jwld.2020.134083

学科分类：农业科学（综合）

来源: Instytut Technologiczno-Przyrodniczego / Institute of Technology and Life Sciences

【 摘 要 】

The head loss is a decrease in compressive height caused by friction and direction changes of flow at the sliced bend. This method expected to provide is easy, fast, and economical. The elements of influence are the velocity of flow, the num-ber of slices, average length of sliced walls, angle changes of the sliced, coefficient of friction, acceleration of gravity, and slope of the pipe. Equation for coefficient of head loss (K b ) is an analysis method for the head loss ( h L) calculation. The analysis results that have obtained are the larger diameter of the pipe, and the more slices with a fixed discharge, the coefficient of h L becomes small. Conversely, if the diameter of the pipe is getting smaller, and the slice is getting less, then the coefficient of h L becomes bigger. This method, expected to give new knowledge in pipeline network applications, especially for the large diameter of pipelines.

【 授权许可】

Unknown