Affiliation:
1. a Civil Engineering Department, INFRARES Laboratory, Mohamed-Cherif Messaadia University – Souk Ahras, Souk Ahras, 41000, Algeria
2. b Research Laboratory in Subterranean and Surface Hydraulics (LARHYSS), University of Biskra, Biskra, 07000, Algeria
Abstract
ABSTRACT
Calculating resistance coefficients for flows in pipes and channels, such as the Darcy–Weisbach coefficient of friction and the Chezy or Manning coefficients, is a complex process aimed at accurately reflecting flow under load or a free surface. Generally, these coefficients are given as constants, although they can be challenging to ascertain due to implicit models expressing these coefficients. Therefore, the design of pipes and channels necessitates an explicit and comprehensible expression of the resistance coefficient, incorporating numerous flow parameters, including aspect ratio, kinematic viscosity, pipe slope, and roughness of internal walls. To achieve this outcome, we suggest employing the rough model method (RMM) giving the volume flowrate to identify the Chezy's resistance coefficient C in uniform and free surface flow for the vaulted rectangular conduit. This applies in both cases where the diameter of the geometric profile of the conduit is known or unknown.
Reference21 articles.
1. Achour B. 2007 Calcul des Conduites et Canaux par la MMR (Conduites et Canaux en Charge)[Calculation of pipes and canals using RMM (loaded pipes and canals)]. Larhyss Edition Capitale, Biskra, Algérie,610 p.
2. Chezy’s Resistance Coefficient in a Circular Conduit
3. Chezy’s Resistance Coefficient in a Rectangular Channel
4. Exact solutions for normal depth problem
5. Etude d'une nouvelle formule pour calculer le débit des canaux découverts [Study of a new formula for calculating the flow of open channels]: Mémoire no. 41;Bazin;Annales des ponts et chaussées,1897