Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/122419
Type: Thesis
Title: Interactive simulation of a conjunctive water supply system
Author: MacDonald, P. M.
Issue Date: 1983
School/Discipline: Department of Civil Engineering
Abstract: This study is directed at the investigation of the management of the metropolitan Adelaide Water Supply system in South Australia using an interactive simulation model. This supply system serves a consumer population of about one million people and is derived from ten major storage dams, and three large pumping systems which draw water from the River Murray approximately 60 kilometres to the east of the ranges in which the dams are located. Without augmentation of supply from the Murray, and relying only on local rainfall, Adelaide in particular and South Australia in general, could maintain neither the level of industry, standard of living, nor development which are currently required for viability as a modern population centre. Due to the irregular distribution of rainfall, both spatially and temporally, the tuning and specification of pumping operations vary over a wide range of possible combinations particularly with the high demand resulting from a usually long and dry summer. No direct optimising algorithm has yet been developed to manage the system for least cost. The relative constancy of most operating and maintenance costs throughout any year leaves the highly variable pumping cost of the River Murray supplies as a most significant cost item in system operation. Due to the complexity of the system and supply irregularities, sound operator experience is shown to be vital for the successful operation of the system. To investigate the effect of this personal experience on the efficiency of operation, and to facilitate the rapid learning and practicing of control skills which are needed to build experience with the real system, an interactive, graphic simulation model is used. This model is not designed to define or optimise a management policy, but rather to provide the rapid, interactive tool by which the human operator may simulate his own desired management strategy over an extended time period, given unknown system inflows and demands. The model also enables the close scrutiny of different individuals' personal approaches to water supply management, and what, if any, similarities or differences become apparent in their performances.
Advisor: Culver, R.
Dissertation Note: Thesis (M.Eng.Sc.) - University of Adelaide, Dept. of Civil Engineering, 1983
Provenance: This electronic version is made publicly available by the University of Adelaide in accordance with its open access policy for student theses. Copyright in this thesis remains with the author. This thesis may incorporate third party material which has been used by the author pursuant to Fair Dealing exceptions. If you are the owner of any included third party copyright material you wish to be removed from this electronic version, please complete the take down form located at: http://www.adelaide.edu.au/legals
Appears in Collections:Research Theses

Files in This Item:
File Description SizeFormat 
MacDonald1983_MESc.pdf13.89 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.