Effect of canal width contraction on the hydraulic parameters and scour downstream water structures

Autor: Mohamed A. Ashour, Tawab E. Aly, Mahmoud M. Mostafa
Jazyk: angličtina
Rok vydání: 2019
Předmět:
Zdroj: Ain Shams Engineering Journal, Vol 10, Iss 1, Pp 203-209 (2019)
Druh dokumentu: article
ISSN: 2090-4479
DOI: 10.1016/j.asej.2018.11.006
Popis: The dimensions of many water streams, which satisfy the proper hydraulic condition, may not be compatible with the designed dimensions of an irrigation work needed to be constructed in some locations. The design requirements of such irrigation works may need to make a contraction in the channel width in the location of constructions. This contraction, of course, affects the different flow properties and the scour hole formed downstream these structures. So, the present experimental study aims to investigate the effect of the transition angle and the contraction ratio on the flow properties and on the scour phenomenon downstream water structures. Through 454 experimental runs, carried out on 20 experimental models, the study proved that, for an efficient hydraulic performance and economic design, the best transition angle (θ) for the approaches of water structures is 30° with a contraction ratio (r) not less than 0.6. Keywords: Contraction ratio, Transition angle, Specific energy, Hydraulic parameters, Scour
Databáze: Directory of Open Access Journals