Explicit Integration Method for Extended-Period Simulation of Water Distribution Systems

• Published in: Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2006-04, Vol.132 (4), p.385-392
• Main Authors: van Zyl, Jakobus E, Savic, Dragan A, Walters, Godfrey A
• Format: Article
• Language: English
• Subjects: Applied sciences; Buildings. Public works; Computation methods. Tables. Charts; Distribution. Storage; Exact sciences and technology; Structural analysis. Stresses; TECHNICAL PAPERS; Water supply. Pipings. Water treatment
• ISSN: 0733-9429; 1943-7900
• DOI: 10.1061/(ASCE)0733-9429(2006)132:4(385)

Extended-period simulation of incompressible and inertialess flow in water distribution systems is normally done using numerical integration techniques, although regression methods are also sometimes employed. A new method for extended-period simulation, called the explicit integration (EI) method, is proposed. The method is based on the premise that a complex water distribution system can be represented by a number of simple base systems. The simple base systems are selected in such a way that their dynamic equations can be solved through explicit integration. In this paper a simple base system consisting of a fixed-head reservoir feeding a tank through a single pipeline is analyzed. It is then illustrated how a complex water distribution system can be decoupled into simple base systems and its dynamic behavior simulated using a stepwise procedure. The EI method is compared to the commonly used Euler numerical integration method using two example networks. It is shown that the accuracy of the EI method is considerably better than that of the Euler method for the same computational effort.