AN EXACT ANALYTICAL FRAMEWORK FOR IMPLICIT LOGARITHMIC RESISTANCE LAWS WITH AN ENERGY-BASED UNIFICATION OF FLOW REGIMES
Abstract
Since its publication in 1939, the Colebrook-White equation has remained the international reference for predicting the Darcy friction factor in fully developed turbulent pipe flow. Nevertheless, despite more than eight decades of research and the publication of hundreds of explicit correlations, an exact explicit analytical solution has not yet been reported. Consequently, the evaluation of the Darcy friction factor still relies either on iterative numerical procedures or on approximate explicit formulas that inevitably introduce approximation errors.
The present work addresses this long-standing problem through a fundamentally different approach. Rather than proposing another empirical approximation, the Colebrook-White equation is first reformulated exactly into a compact logarithmic representation by means of elementary algebraic transformations, without altering its mathematical content. This exact reformulation reveals a simple analytical structure that naturally lends itself to further mathematical treatment.
The reformulated equation is subsequently transformed into a fully explicit analytical expression by introducing the Lambert W function. A rigorous step-by-step derivation demonstrates that the proposed solution is mathematically equivalent to the original implicit Colebrook-White equation rather than an empirical approximation. Consequently, when the Lambert W function is evaluated with sufficient numerical precision, the proposed formulation reproduces exactly the friction factor obtained from the classical iterative solution of the Colebrook-White equation.
A detailed numerical example illustrates the complete computational procedure. The corresponding friction factors obtained from the proposed explicit formulation and from the original Colebrook-White equation coincide to all reported decimal places, yielding a relative deviation effectively equal to zero within the adopted numerical precision.
The applicability of the proposed W0 approximation is further demonstrated through the derivation of an explicit Lambert W-based solution for the classical implicit Prandtl-von Kármán equation. Numerical comparisons show excellent agreement with the original implicit formulation, thereby confirming the generality, robustness, and practical value of the proposed approach.
Furthermore, the proposed approximation of the principal branch W0 is generalized to encompass a broad class of implicit logarithmic friction laws, thereby extending its applicability well beyond the Colebrook-White and Prandtl-von Kármán equations.
Finally, an energetic branch formulation is proposed to provide a unified explicit framework for both laminar and turbulent flow regimes while preserving the exact analytical expressions governing the two asymptotic solutions and introducing no additional empirical parameters.
Keywords
Full Text:
PDFReferences
ACHOUR B. (2015a). Chezy’s Resistance Coefficient in a Rectangular Channel, Journal of Scientific Research & Reports, Vol. 7, Issue 5, pp. 338-347.
ACHOUR B. (2015b). Chezy's Resistance Coefficient in a Circular Conduit, The Open Civil Engineering Journal, Vol. 9, pp. 187-195.
ACHOUR B., AMARA L. (2020a). Manning’s Roughness Coefficient in a Trapezoidal Shaped Channel, Larhyss Journal, No 44, pp. 89-96.
ACHOUR B., AMARA L. (2020b). New formulation of the Darcy-Weisbach Friction Factor, Larhyss Journal, No 43, pp. 13-22.
ACHOUR B., AMARA L. (2020c). Proper Relationship of Manning’s Coefficient in a Partially Filled Circular Pipe, Larhyss Journal, No 42, pp. 107-119.
ACHOUR B., AMARA L. (2021a). New Theoretical Considerations on the Rough Turbulent Flow Parameters, Larhyss Journal, No 48, pp. 91-108.
ACHOUR B., AMARA L. (2021b). New Theoretical Considerations on the Flow Parameters in the Transition and Smooth Regimes, Larhyss Journal, No 48, pp. 49-71.
ACHOUR B., AMARA B. (2022). Analytical Relationship Between the Strickler Roughness Coefficient and the Absolute Roughness in Rough Turbulent Flow Regime, Technical Note, Larhyss Journal, No 49, pp. 7-15.
ACKERS P. (1958). Resistance to Fluids Flowing in Channels and Pipes, Hydraulic Research Paper No. 1, H.M.S.O., London, UK, United Kingdom.
ACKERS P. (1959). Discussion of "Relationships Between Pipe Resistance Formulas", by Moore, W. L. Journal of the Hydraulics Division, American Society of Civil Engineers, (ASCE), Vol. 85, No HY7, pp. 155-159.
BRKIĆ D. (2011). W solutions of the Colebrook equation for flow friction, Applied Mathematics Letters, Vol. 24, Issue 8, pp. 1379-1383.
CHOW V.T. (1959). Open-Channel Hydraulics, McGraw-Hill, New York, USA.
COLEBROOK C.F. (1939). Turbulent Flow in Pipes, with Particular Reference to the Transition Region Between the Smooth and Rough Pipe Laws, Journal of the Institution of Civil Engineers, Vol. 11, Issue 4, pp. 133-156.
CORLESS R.M., GONNET G.H., HARE D.E.G., JEFFREY D.J., KNUTH D.E. (1996). On the Lambert W Function, Advances in Computational Mathematics, Vol. 5, Issue 4, pp. 329-359.
DARCY H. (1854). Experimental Research on the Flow of Water in Pipes, Proceedings of the Sessions of the French Academy of Sciences, Vol. 38, pp. 1109-1121. (In French)
FALVEY H.T. (1987). Friction Resistance in Open and Closed Conduits, Technical Update Lecture, Hydraulic Investigations and Laboratory Services, U.S. Bureau of Reclamation, Paper Number 1156.
FREDERIKSEN H.D., DE VRIES J.J. (1965). Selection of Methods Used for Computing the Head Loss in the Open Canals of the California Aqueduct, State of California, Department of Water Resources, Technical Memorandum No. 18.
FUKUSHIMA T. (2013). Precise and fast computation of Lambert W-functions without transcendental function evaluations, Journal of Computational and Applied Mathematics, Vol. 244, pp. 77-89.
HAGER W.H. (1985). Abflusseigenschaften in offenen Kanälen (Discharge Characteristics in Open Channels), Schweizer Ingenieur und Architekt, Vol. 13, pp. 52-64. (In German.)
HAGER W.H. (1987). Computation of Turbulent Conduit Flows, 3R International, Vol. 26, Issue 2, pp. 116–121.
HAGER W.H. (1989). Discussion of "Noncircular Sewer Design", by Swamee, P.K., Bhargava, R., and Sharma, A.K., Journal of Environmental Engineering, American Society of Civil Engineers (ASCE), Vol. 115, Issue 1, pp. 274-276.
HENDERSON F.M. (1966). Open Channel Flow, Macmillan, New York, USA.
KEMLER E. (1933). A Study of the Data on the Flow of Fluid in Pipes, Transactions of the American Society of Mechanical Engineers (ASME), Vol. 55, pp. 7-32.
KEULEGAN G.H. (1938). Laws of Turbulent Flow in Open Channels, Journal of Research of the National Bureau of Standards, Vol. 21, pp. 707–741.
MOODY L.F. (1944). Friction Factors for Pipe Flow, Transactions of the American Society of Mechanical Engineers (ASME), Vol. 66, Issue 8, pp. 671-684.
NIKURADSE J. (1933). Laws of Flow in Rough Pipes, VDI-Forschungsheft No 361, Berlin, Germany. (In German.)
PIGOTT R.J.S. (1933). The Flow of Fluids in Closed Conduits, Mechanical Engineering, Vol. 55, pp. 497-501.
PRANDTL L. (1935). The Mechanics of Viscous Fluids, In Aerodynamic Theory, Vol. III, Division G, W.F. Durand Editions, Springer, Berlin, Germany.
REYNOLDS O. (1883). An Experimental Investigation of the Circumstances Which Determine Whether the Motion of Water Shall Be Direct or Sinuous, and of the Law of Resistance in Parallel Channels, Philosophical Transactions of the Royal Society of London, Vol. 174, pp. 935-982.
ROUSE H. (1943). Evaluation of Boundary Roughness, Proceedings of the Second Hydraulics Conference, University of Iowa Studies in Engineering, Bulletin 27, pp. 105-116.
SINNIGER R.O., HAGER W.H. (1989). Hydraulic Constructions : Stationary Flows, Presses Polytechniques et Universitaires Romandes, Lausanne. (Originally published in French.)
von KÁRMÁN T. (1930). Mechanische Ähnlichkeit und Turbulenz (Mechanical Similarity and Turbulence), Nachrichten von der Gesellschaft der Wissenschaften zu Göttingen, Mathematisch-Physikalische Klasse, pp. 58-76. (In German)
WEISBACH J. (1845). Textbook of Engineering and Machine Mechanics. Vol. I: Theoretical Mechanics (Lehrbuch der Ingenieur- und Maschinen-Mechanik, Erster Band: Theoretische Mechanik), Friedrich Vieweg and Son, Braunschweig, Germany. (In German).
WHITE F.M., XUE H. (2021). Fluid Mechanics, 9th Edition, McGraw Hill, NY, New York, USA.
ZEGHADNIA L., ROBERT J.L., ACHOUR B. (2019). Explicit Solutions for Turbulent Flow Friction Factor: A Review, Assessment and Approaches Classification, Ain Shams Engineering Journal, Vol. 10, Issue 1, pp. 243-252.
Refbacks
- There are currently no refbacks.
This work is licensed under a Creative Commons Attribution 3.0 License.