A Study of the Average Flow in Open Channel with Baffle Blocks Distributed Uniformly

8 pages•Published: September 20, 2018

Dung Tien Tran, Anh Tuan Le, Hong Nhung Le and Viet Hung Ho

Abstract

A study of average flow in open channel with baffle blocks distributed uniformly has been considered by using channel with varied slopes. In this article, experimental and modelling studies were introduced when the correlation between the water depth and baffle block size is significant. The objective of the work is to give the rudimentary relations between discharge and water level in the channels. When the water depth is large, the effect of bottom channel friction on the flow is relatively small. This paper also gives applications of the software ‘Telemac-2D’ to simulate the flow under different conditions.

Keyphrases: coefficient, emergent blocks, telemac_2d drag

In: Goffredo La Loggia, Gabriele Freni, Valeria Puleo and Mauro De Marchis (editors). HIC 2018. 13th International Conference on Hydroinformatics, vol 3, pages 2088-2095.

Links:	https://easychair.org/publications/paper/MGpf
	https://doi.org/10.29007/zx1w

BibTeX entry

@inproceedings{HIC2018:Study_Average_Flow_Open,
  author    = {Dung Tien Tran and Anh Tuan Le and Hong Nhung Le and Viet Hung Ho},
  title     = {A Study of the Average Flow in Open Channel with Baffle Blocks Distributed Uniformly},
  booktitle = {HIC 2018. 13th International Conference on Hydroinformatics},
  editor    = {Goffredo La Loggia and Gabriele Freni and Valeria Puleo and Mauro De Marchis},
  series    = {EPiC Series in Engineering},
  volume    = {3},
  publisher = {EasyChair},
  bibsource = {EasyChair, https://easychair.org},
  issn      = {2516-2330},
  url       = {/publications/paper/MGpf},
  doi       = {10.29007/zx1w},
  pages     = {2088-2095},
  year      = {2018}}

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