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Computer Analysis of Water Distribution Systems: Part II–Numerical Solution
The systems of equations derived in Part I of this paper for water distribution systems have been solved by means of a modified Newton-Raphson method. The modified method does not require a Jacobian matrix and its inverse which are necessary when the Newton-Raphson method is used. In general, the modified Newton-Raphson method converges at a faster rate than the Newton-Raphson method. A method of obtaining initial values so that the iterative solution process will converge is also presented. With this technique, convergence was obtained for all of the examples attempted.
Computer Analysis of Water Distribution Systems: Part II–Numerical Solution
The systems of equations derived in Part I of this paper for water distribution systems have been solved by means of a modified Newton-Raphson method. The modified method does not require a Jacobian matrix and its inverse which are necessary when the Newton-Raphson method is used. In general, the modified Newton-Raphson method converges at a faster rate than the Newton-Raphson method. A method of obtaining initial values so that the iterative solution process will converge is also presented. With this technique, convergence was obtained for all of the examples attempted.
Computer Analysis of Water Distribution Systems: Part II–Numerical Solution
Lam, Chan F. (Autor:in) / Wolla, M. L. (Autor:in)
Journal of the Hydraulics Division ; 98 ; 447-460
01.01.2021
141972-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
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