Yıl 2019, Cilt 7 , Sayı , Sayfalar 357 - 362 2019-11-24

Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes

Abdelkrim HADDAD [1]


In order to transport a fluid, the energy losses mainly due to friction have to be overcome. Expressed in fluid height and referred to as head reduction, they are essentially dependent on pipe roughness and fluid low regime, and constitute the basis for the computation of fluid transportation and distribution networks design and analysis. The present paper reviews the diverse relationships that lead to the computation of friction head losses, and compare the results obtained to those of the experimentations carried out on pipes of diverse roughness and fluid flow regimes. The Hazen-Williams and Strickler relationships have been found to be the most appropriate to predicting the friction head losses in smooth and rough pipes respectively. Second-order polynomial correlations of the experimental results are developed for the cases investigated.
Head loss, Friction, Fluid flow transportation, Distribution networks
  • Blasius, H. (1913). Das ahnlichkeitsgesetz in flussigkeiten, Verein Deutscher Ingenieure, Forschungsheft, 131. Boudebza, C. & Bouachari, A. (1999). Etude des approches de calcul des pertes de charge par frottement et singulières et comparaison avec l’expérimentation, Dipl. Ing., Institut de Génie Mécanique, université 8 Mai 1945, Guelma, Algeria. CEMAGREF (1983), Calcul des réseaux ramifiés sous pression, 506, Antony, France. Colebrook, C. F. (1939). Turbulent flow in pipes with articular reference to the transition region between the smooth and rough pipe laws, J. Inst. of Civil Engrs., I1, 133-156. Darcy H. (1857). Recherches expérimentales relatives au mouvement de l'eau dans les tuyaux, Mallet-Bachelier, atlas, Paris, France. Ger, A.M. & Holly, E.R. (1976). Comparison of single point injections in Pipe Flow, J. Hydraul. Div., Am. Soc. of Civil Engrs., 102(HY6), 731-746. Lahiouel, Y. & Haddad, A. (2002). Evaluation of energy losses in pipes, 6th Saudi Engineering Conference, KFUPM, Dhahran, Saudi Arabia, 5, 577-589. Lamont, P. (1969). The choice of the pipe flow laws for practical use, Water and Water Engineering, 55-63. Manning R., (1891). On the flow of water in open channels and pipes, Transactions of the Institution of Civil engineers of Ireland. Maoui, K. (2016). Approche, application et comparaison des pertes de charge dans les conduites de systèmes de distribution d’eau, Master2, Département de Génie Mécanique, Faculté des Sciences et de la Technologie, université 8 Mai 1945, Guelma, Algeria. Moody, L.F. (1944). Friction factors for pipe flow, Trans. ASME, 66, 671-684. Powell, R.W. (1968). The origin of Manning formula, J. Hydraul. Div., American Society of Civil Engrs., 1179-1181. Scobey, F.C. (1966). The flow of water in commercially smooth pipes, Water Resources Center Archives, Series report 17, Univ. of California, Berkeley, USA. Strickler A., (1923). Beiträge zur Frage der Geschwindigkeitsformel und der Rauhigkeitszahlen fur Ströme, Kanäle und Geschlossene Leitungen, Berna. Weisbach J. (1845). Lehrbuch der Ingenieur - und Maschinen-Mechanik, vol. 1. Theoretische Mechanik, Vieweg und Sohn, Braunschweig, Germany. Williams, G.P. (1970). Manning Formula-A Misnomer?, J. Hydraul. Div., American Society of Civil Engrs., 193-200. Williams, G.S. & Hazen, A. (1933). Hydraulic tables, 3rd Edition, John Wiley & sons inc., USA. Zigrang, D.J.& Sylvester, N.D. (1982). Explicit Approximations to the Solution of Colebrook’s Friction Factor Equation, J. Am. Inst. of Chemical Engrs, 514-515.
Birincil Dil en
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Yazar: Abdelkrim HADDAD
Kurum: Université 8 Mai 1945
Ülke: Algeria


Tarihler

Yayımlanma Tarihi : 24 Kasım 2019

Bibtex @araştırma makalesi { epstem656431, journal = {The Eurasia Proceedings of Science Technology Engineering and Mathematics}, issn = {}, eissn = {2602-3199}, address = {isresoffice@gmail.com}, publisher = {ISRES Organizasyon Turizm Eğitim Danışmanlık Ltd. Şti.}, year = {2019}, volume = {7}, pages = {357 - 362}, doi = {}, title = {Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes}, key = {cite}, author = {HADDAD, Abdelkrim} }
APA HADDAD, A . (2019). Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes. The Eurasia Proceedings of Science Technology Engineering and Mathematics , 7 () , 357-362 . Retrieved from https://dergipark.org.tr/tr/pub/epstem/issue/50288/656431
MLA HADDAD, A . "Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes". The Eurasia Proceedings of Science Technology Engineering and Mathematics 7 (2019 ): 357-362 <https://dergipark.org.tr/tr/pub/epstem/issue/50288/656431>
Chicago HADDAD, A . "Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes". The Eurasia Proceedings of Science Technology Engineering and Mathematics 7 (2019 ): 357-362
RIS TY - JOUR T1 - Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes AU - Abdelkrim HADDAD Y1 - 2019 PY - 2019 N1 - DO - T2 - The Eurasia Proceedings of Science Technology Engineering and Mathematics JF - Journal JO - JOR SP - 357 EP - 362 VL - 7 IS - SN - -2602-3199 M3 - UR - Y2 - 2020 ER -
EndNote %0 The Eurasia Proceedings of Science Technology Engineering and Mathematics Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes %A Abdelkrim HADDAD %T Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes %D 2019 %J The Eurasia Proceedings of Science Technology Engineering and Mathematics %P -2602-3199 %V 7 %N %R %U
ISNAD HADDAD, Abdelkrim . "Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes". The Eurasia Proceedings of Science Technology Engineering and Mathematics 7 / (Kasım 2019): 357-362 .
AMA HADDAD A . Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes. EPSTEM. 2019; 7: 357-362.
Vancouver HADDAD A . Evaluation and Correlation of Friction Head Losses in Smooth and Rough Pipes. The Eurasia Proceedings of Science Technology Engineering and Mathematics. 2019; 7: 362-357.