CHAPTER 3: BACKGROUND THEORY FOR MODELLING PIPELINE OUTFLOW

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3.5.3 Fanning Friction Factor (fw) Determination The fanning friction factor, fw is a function of the flow Reynolds’ number. It is required for calculating the contribution of frictional force to the momentum equation (equation (3.28)). In the developed UCL model, the Chen (Chen, 1979) correlation is employed for the calculation of the fanning friction factor for transition and turbulent flows in rough pipes. It is given by: 1/√(f_w )=3.48-1.7372 ln⁡[ε/r_in -16.2446/Re ln⁡A ] (3.76) Where A= [ε⁄r_in ]^1.0198/6.0983+ (7.149/Re)^0.8981 (3.77) ε, is the pipe roughness and rin represents the pipe inner radius. 3.6. The Steady State Isothermal Flow Model (Existing UCL Model) In this section, the steady state isothermal flow model developed by Atti (2006) and Garfield (2009) is presented. The model is for one-dimensional flow based on the continuity and momentum equations presented in section 3.2.1 and 3.2.2 respectively. From equation (3.6), the steady state expression (i.e. when all fluid properties are time invariant) for continuity in one-dimension can be written as: u ∂ρ/∂x+ ρ ∂u/∂x=0 (3.78) The author derived the single-phase and two-phase isothermal steady state flow equations based on isothermal flow assumption. 3.6.1 Single-phase isothermal steady state flow equations Due to the isothermal flow assumption, only the continuity together with the momentum or energy equation is required for the complete solution of the steady state problem. For single-phase flow, the conti... ... middle of paper ... ... Eng., 58, 122-123, 1980. Schlichting, H., “Boundary-Layer Theory”, McGraw-Hill, New York, 1979 Swameer, P. K. and Jain, A. K., “Explicit equation for pipe flow problems”, Journal on Hydr.Divi., ASCE, 102 (5), 657-664, 1976. The American Gas Association, Distribution-System Design, AGA Arlington 1990. United States of America Department of Transportation – Office of Pipeline Safety. http://ops.dot.gov/stats/stats.htm Wood, D. J., “An Explicit friction factor relationship” Civil Eng., 60-61, 1996 Von Bernuth, R. D., and Wilson T., “Friction Factors for small diameter plastic pipes” Journal Hydraulics Eng. 115 (2), 183-192, 1989. Zaragola, M. V., “Mean-flow scaling of Turbulent Pipe Flow” PhD thesis, Princeton University, USA, 1996. Zigrang, D. J. and Sylvester, N. D., “Explicit approximations to the Colebrook’s friction factor”, AICHE Journal 28, 3, 514, 1982

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