Research Article
Nov 1979
Automatic Water-Level Control in South Africa
Authors: Klaus Merensky and Dyason HopkinsAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 105, Issue 11
Abstract
The principle of proportional, integral, and derivative sensing constitutes the theme of this paper. A study was made of the different types of control elements involved. This resulted in the selection of a PID-controller as the most suitable. This controller was designed and installed and three different methods were employed for determining the optimum parameter settings. These comprise direct calculation, analog computer simulation, and actual practical tests on site. The final parameter settings resulted in efficient and effective automatic water-level control to within a spectrum of 1.18 in.-1.57 in. (3cm-4cm) at full supply level at incoming flows and floods ranging from 285 cfs-25,000 cfs (8m³/s-700m³/s). These results were due to the mechanism actually reacting to a water-level change of as small as 1 mm.
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Published In
Journal of the Hydraulics Division
Volume 105 • Issue 11 • November 1979
Pages: 1415 - 1432
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Nov 1979
Published online: Feb 3, 2021
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Authors
Affiliations
Klaus Merensky
Asst. Chf. Engr., Dept. of Water Affairs, Pretoria, South Africa
Dyason Hopkins
Sr. Lect., Faculty of Engrg., Univ. of Pretoria, Pretoria, South Africa
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