Research Article
Aug 1978
Kalman Filter in Open Channel Flow Estimation
Publication: Journal of the Hydraulics Division
Volume 104, Issue 8
Abstract
In computing water surface profiles in open channels, uncertainties often arise in selection of resistance coefficients, such as Manning's n. In this paper the Kalman filtering approach is developed to deal with such uncertainties. This approach combines a mathematical system model and an observation model. The former consists of (1)A stochastic nonlinear differential equation governing the steady one-dimensional open channel flow; and (2)one of three possible stochastic differential equations expressing Manning's n (constant, function of the location of channel cross section, or function of both the location and the water depth). The observation model simply shows the observed water depth as the sum of true water depth and error. The estimation technique was tested for its accuracy in generating estimates of water depth and Manning's n at several different schemes of sampling or measuring water depths. Results with Kalman filtering are compared with two paralle methods normally used today.
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Published In
Journal of the Hydraulics Division
Volume 104 • Issue 8 • August 1978
Pages: 1137 - 1152
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Aug 1978
Published online: Feb 3, 2021
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Chao-Lin Chiu, M.ASCE
Prof. of Civ. Engrg., Univ. of Pittsburgh, Pittsburgh, Pa.
Emmanuel Oko Isu, M.ASCE
Sr. Water Resources Engr., Parsons, Brinckerhoff, Quade and Douglas, Inc., New York, N.Y.; formerly, Teaching Fellow, Dept. of Civ. Engrg., Univ. of Pittsburgh, Pittsburgh, Pa.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.