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Journal of Hydraulic Research Volume 23, 1985 - Issue 1
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Original Articles

Shape effects on resistance to flow in smooth channels of circular cross-section

C. Nalluri Department of Civil Engineering, University of Newcastle upon Tyne, U.K.
&
B. A. Adepoju Department of Civil Engineering, University of Newcastle upon Tyne, U.K.
Pages 37-46 | Received 08 Jun 1983, Published online: 21 Jan 2010

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Mir Jafar Sadegh Safari & Hafzullah Aksoy. (2021) Experimental analysis for self-cleansing open channel design. Journal of Hydraulic Research 59:3, pages 500-511.
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Articles from other publishers (13)

Mir Jafar Sadegh Safari, Shervin Rahimzadeh Arashloo & Mehrnoush Kohandel Gargari. (2024) Lq-norm multiple kernel fusion regression for self-cleansing sediment transport. Artificial Intelligence Review 57:2.
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Mir Jafar Sadegh Safari & Shervin Rahimzadeh Arashloo. (2021) Sparse kernel regression technique for self-cleansing channel design. Advanced Engineering Informatics 47, pages 101230.
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Mir Jafar Sadegh Safari. (2020) Hybridization of multivariate adaptive regression splines and random forest models with an empirical equation for sediment deposition prediction in open channel flow. Journal of Hydrology 590, pages 125392.
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Bhabani Shankar Das & Kishanjit Kumar Khatua. (2018) Flow Resistance in a Compound Channel with Diverging and Converging Floodplains. Journal of Hydraulic Engineering 144:8.
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Mir Jafar Sadegh SafariMirali MohammadiGolezar GilanizadehdizajHojjat Seyyedi. (2017) A General Self-Cleansing Model for Drainage System Design. A General Self-Cleansing Model for Drainage System Design.
Mir-Jafar-Sadegh Safari, Hafzullah Aksoy, Necati Erdem Unal & Mirali Mohammadi. (2017) Non-deposition self-cleansing design criteria for drainage systems. Journal of Hydro-environment Research 14, pages 76-84.
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Kejun Yang, Shuyou Cao & Xingnian Liu. (2007) Flow resistance and its prediction methods in compound channels. Acta Mechanica Sinica 23:1, pages 23-31.
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D Knight. 2005. River Basin Modelling for Flood Risk Mitigation. River Basin Modelling for Flood Risk Mitigation 301 334 .
Kejun Yang, Shuyou Cao & Xingnian Liu. (2005) Study on resistance coefficient in compound channels. Acta Mechanica Sinica 21:4, pages 353-361.
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Maurício C. Goldfarb, Tarciso C. da Silva, Carlos A. V. de Azevedo & Vera L. A. de Lima. (2004) Escoamento uniforme em canais circulares lisos. Parte II: comparação entre o método de Kazemipour e a equação de Manning. Revista Brasileira de Engenharia Agrícola e Ambiental 8:2-3, pages 180-183.
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Maurício C. Goldfarb, Tarciso C. da Silva & Carlos A. V. de Azevedo. (2004) Escoamento uniforme em canais circulares lisos. Parte I: adaptação e validação do método de Kazemipour. Revista Brasileira de Engenharia Agrícola e Ambiental 8:2-3, pages 175-179.
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P.A. CARLING. (2006) The nature of the fluid boundary layer and the selection of parameters for benthic ecology: reply to Lamouroux. Freshwater Biology 30:2, pages 333-335.
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Terry W. Sturm & David A. King. (1988) Shape Effects on Flow Resistance in Horseshoe Conduits. Journal of Hydraulic Engineering 114:11, pages 1416-1429.
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