Abstract

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 of pipe network calculation. Only electrical analogs of hydraulic networks were used before the Hardy Cross method. A problem with flow resistance versus electrical resistance makes these electrical analog methods obsolete. The method by Hardy Cross is taught extensively at faculties, and it remains an important tool for the analysis of looped pipe systems. Engineers today mostly use a modified Hardy Cross method that considers the whole looped network of pipes simultaneously (use of these methods without computers is practically impossible). A method from a Russian practice published during the 1930s, which is similar to the Hardy Cross method, is described, too. Some notes from the work of Hardy Cross are also presented. Finally, an improved version of the Hardy Cross method, which significantly reduces the number of iterations, is presented and discussed. We also tested multi-point iterative methods, which can be used as a substitution for the Newton–Raphson approach used by Hardy Cross, but in this case this approach did not reduce the number of iterations. Although many new models have been developed since the time of Hardy Cross, the main purpose of this paper is to illustrate the very beginning of modeling of gas and water pipe networks and ventilation systems. As a novelty, a new multi-point iterative solver is introduced and compared with the standard Newton–Raphson iterative method.

Highlights

  • Hardy Cross solved the problem of distribution of flow in networks of pipes in his article “Analysis of Flow in Networks of Conduits or Conductors” [1] published on 13 November 1936.Networks of pipes are nonlinear systems since the relation between flow and pressure is not linear.On the contrary, the relation between current and voltage in electrical networks with regular resistors is governed by the linear Ohm’s law

  • We tested multi-point iterative methods, which can be used as a substitution for the Newton–Raphson approach used by Hardy Cross, but in this case this approach did not reduce the number of iterations

  • The Renouard formula; Equation (1) best fits a natural gas distribution system built with polyvinyl chloride (PVC) pipes [19,20]

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Summary

Introduction

Hardy Cross solved the problem of distribution of flow in networks of pipes in his article “Analysis of Flow in Networks of Conduits or Conductors” [1] published on 13 November 1936. In theory an indefinite number of flow distributions that satisfy that the conservation of mass is possible, only one distribution from this set satisfies the conservation of energy for all closed paths formed by pipes in the network This state is unique for the given network and in- and. Final As balanced that can used as aofsubstitution for the Newton–Raphson used by Hardy This approach, Onebeexample the pipe network for distribution approach of gas is analyzed usingCross.

Topology of the Network
A Hydraulic Model
A Version of the Hardy Cross Method from Russian Practice
The Modified Hardy Cross Method
The Multi-Point Iterative Hardy Cross Method
Conclusions

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