activity
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

collaborators

7 papers

math.NA202015 cited

Review of new flow friction equations: Constructing Colebrook explicit correlations accurately

Pavel Praks, Dejan Brkic

Using only a limited number of computationally expensive functions, we show a way how to construct accurate and computationally efficient approximations of the Colebrook equation f…

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…

physics.flu-dyn2018

Unified Friction Formulation from Laminar to Fully Rough Turbulent Flow

Dejan Brkic, Pavel Praks

This paper gives a new unified formula for the Newtonian fluids valid for all pipe flow regimes from laminar to the fully rough turbulent. It includes laminar, unstable sharp jump…

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…