Modern vision for critical flow in an egg-shaped section (Part II)

Author:

Soraya Bouslah1ORCID,Lamia Hachemi-Rachedi1ORCID,Moussa Lakehal2ORCID,Bachir Achour3ORCID

Affiliation:

1. a Laboratory Soil and Hydraulic, Badji Mokhtar - Annaba University, B.P.12, Annaba 23000, Algeria

2. b Laboratory in Civil Engineering, Hydraulic, durable development and environment (LARGHYDE), Badji Mokhtar - Annaba University, B.P.12, Annaba 23000, Algeria

3. c Research Laboratory in Subterranean and Surface Hydraulics (LARHYSS), Mohamed Khider - Biskra University, B.P.145 RP, Biskra 07000, Algeria

Abstract

Abstract The main aim of this research was to examine the simultaneous effects of all flow parameters on the critical regime occurrence frequency in an egg-shaped conduit. Furthermore, one may first study the impacts of the conduit's generator diameter, then the influence of the generator diameter/longitudinal slope, and finally the effect of all parameters: the generator diameter, longitudinal slope, roughness and viscosity. It has been concluded that all these parameters, combined, have limit values that can generate a single critical state from which a diagram can be drawn showing different states of the critical flow that can be observed. Notably, this diagram is established according to the following practical ranges: relative roughness 0 ≤ ε/D ≤ 5.10−2, generator diameter 0.25 m ≤ D ≤ 4 m and Galileo number 2.105 ≤ ≤ 4.107. This revealed that the critical regime can develop smooth, rough and transition domains. Critical flow is very unstable; therefore, it is to be avoided in practice, which means that the dimensions and the slope of the conduit must be such that they do not cause such a state of flow. This explains why knowledge of the characteristics of the critical flow, including the frequency of its occurrence for a given installation, is essential.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

Reference25 articles.

1. Critical flow in a rectangular-shaped channel;Achour;Larhyss Journal,2020a

2. New theoretical considerations on the critical flow in a circular conduit (Part 1);Achour;Larhyss Journal,2020b

3. New theoretical considerations on the critical flow in a circular conduit (Part 2);Achour;Larhyss Journal,2020c

4. Exact solutions for normal depth problem

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