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20182020
most citedShort Overview of Early Developments of the Hardy Cross Type Methods for Computation of Flow Distribution in Pipe Networks

31 citations · 63 across the 3 of their papers we have counts for

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cs.CE201931 cited

Short Overview of Early Developments of the Hardy Cross Type Methods for Computation of Flow Distribution in Pipe Networks

Dejan Brkić, Pavel Praks

Hardy Cross originally proposed a method for analysis of flow in networks of conduits or conductors in 1936. His method was the first really useful engineering method in the field…

cs.CE201917 cited

An efficient iterative method for looped pipe network hydraulics

Dejan Brkic, Pavel Praks

Original and improved version of the Hardy Cross iterative method with related modifications are today widely used for calculation of fluid flow through conduits in loops-like dist…

cs.CE2018

Symbolic regression based genetic approximations of the Colebrook equation for flow friction

Pavel Praks, Dejan Brkic

Widely used in hydraulics, the Colebrook equation for flow friction relates implicitly to the input parameters; the Reynolds number, and the relative roughness of inner pipe surfac…

cs.CE2018

Advanced iterative procedures for solving the implicit Colebrook equation for fluid flow friction

Pavel Praks, Dejan Brkic

Empirical Colebrook equation from 1939 is still accepted as an informal standard to calculate friction factor during the turbulent flow through pipes from smooth with almost neglig…

cs.CE2018

One-Log Call Iterative Solution of the Colebrook Equation for Flow Friction Based on Pade Polynomials

Pavel Praks, Dejan Brkic

The 80 year-old empirical Colebrook function, widely used as an informal standard for hydraulic resistance, relates implicitly the unknown flow friction factor, with the known Reyn…