[
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.
]Search in Google Scholar
[
Achour B. (2015a) Chezy’s resistance coefficient in a circular conduit, Open Civ. Eng. J., 9, 187–195; DOI: https://dx.doi.org/10.2174/1874149501509010187.
]Search in Google Scholar
[
Achour B. (2015b) Chezy’s resistance coefficient in a rectangular channel, J. Sci. Res. Rep., 7(5), 338–347; https://doi.org/10.9734/JSRR/2015/18385.
]Search in Google Scholar
[
Achour B. and Bedjaoui A. (2006) Exact solutions for normal depth problem: Discussion, J. Hydraul. Res., 44 (5), 715–717; https://doi.org/10.1080/00221686.2006.9521721.
]Search in Google Scholar
[
Achour B. and Bedjaoui A. (2012) Turbulent pipe-flow Computation using the rough model method (RMM), J. Civil Eng. Sci, 1(1), 36–41.
]Search in Google Scholar
[
Bazin H. (1897) 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, Annales des ponts et chaussées, 14(7), 20–70.
]Search in Google Scholar
[
Carlier M. (1972) Hydraulique Générale et Appliquée [General and Applied Hydraulics], Eyrolles, Paris, France, 565 p.
]Search in Google Scholar
[
Chow V. T. (1973) Open Channel Hydraulics, McGraw Hill, New York (NY), USA, 680 p.
]Search in Google Scholar
[
Ead S. A., Rajaratnam N., Katopodis C., Ade F. (2000) Turbulent open-channel flow in circular corrugated culverts, J. Hydraul.Eng., 126(10), 750–757; https://doi.org/10.1061/(ASCE)0733-9429(2000)126:10(750).
]Search in Google Scholar
[
French R. H. (1986) Open Channel Hydraulics, McGraw Hill, New York (NY), USA, 705 p.
]Search in Google Scholar
[
Ganguillet E. and Kutter W. R. (1869) An investigation to establish a new general formula for uniform flow of water in canals and rivers, Zeitschrift des Oesterreichischen Ingenieur und Architekten Vereines, 21(1), 6–25; 21(2–3), 46–59.
]Search in Google Scholar
[
Giustolisi, O. (2004) Using genetic programming to determine Chezy resistance coefficient in corrugated channels, J. Hydroinf., 6(3), 157–173; https://doi.org/10.2166/hydro.2004.0013.
]Search in Google Scholar
[
Loukam I., Achour B., Djeddou M. (2020) Chezy’s resistance coefficient in a horseshoe-shaped tunnel, Journal of Water Science, 32(4), 379–392; https://doi.org/10.7202/1069572ar.
]Search in Google Scholar
[
Loukam I., Achour B., Djemili L. (2018) Chezy’s resistance coefficient in an egg-shaped conduit, Journal of Water and Land Development, 37 (IV–VI), 87–96, https://doi.org/10.2478/jwld-2018-0028.
]Search in Google Scholar
[
Manning R. (1895) On the flow of water in open channels and pipes, Trans. Inst. Civil Eng. Ireland, 20, 161–209.
]Search in Google Scholar
[
Marone V. (1970) Le resistenze al movimento uniforme in unalveo chiuso o aperto di sezione rettangolare e scabrezza definita [Resistance to uniform movement in a closed or open channel of rectangular cross-section and defined roughness], L’Energia Elettrica, 1, 1–20.
]Search in Google Scholar
[
Naot D., Nezu I., Nakagawa H. (1996) Hydrodynamic behavior of partly vegetated open channels, J. Hydraul. Eng., 122(11), 625–633; https://doi.org/10.1061/(ASCE)0733-9429(1996)122:11(625).
]Search in Google Scholar
[
Perry A. E., Schofield W. H., Joubert P. N. (1969) Rough wall turbulent boundary layers, J. Fluid Mech., 37(2), 383–413; https://doi.org/10.1017/S0022112069000619.
]Search in Google Scholar
[
Powell R. W. (1950) Resistance to flow in rough channels, Trans. Am. Geophys. Union., 31(4), 575–582; https://doi.org/10.1029/TR031i004p00575.
]Search in Google Scholar
[
Pyle R. and Novak P. (1981) Coefficient of friction in conduits with large roughness; J. Hydraul. Res., 19(2), 119–140; https://doi.org/10.1080/00221688109499522.
]Search in Google Scholar
[
Streeter V. L. (1936) Frictional resistance in artificially roughened pipes, Trans. ASCE, 101(1), 681–704; https://doi.org/10.1061/TACEAT.0004790.
]Search in Google Scholar
[
Swamee P. K. and Rathie P. N. (2004) Exact solutions for normal depth problem, J. Hydraul. Res., 42(5), 543–550; https://doi.org/10.1080/00221686.2004.9641223.
]Search in Google Scholar