Optimal hydraulic operation of a complex two reservoir hydro-electric system

This thesis presents an example of the use of dynamic programming for optimizing the hydraulic operation of a complex two reservoir hydroelectric system in order to provide maximum firm power output. Records of natural inflows are used over a winter drawdown period for study purposes and flow fore...

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Main Author: Okun, Michael Howard
Language:English
Published: University of British Columbia 2011
Subjects:
Online Access:http://hdl.handle.net/2429/34504
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spelling ndltd-UBC-oai-circle.library.ubc.ca-2429-345042018-01-05T17:47:32Z Optimal hydraulic operation of a complex two reservoir hydro-electric system Okun, Michael Howard Hydroelectric power plants -- Mathematical models. This thesis presents an example of the use of dynamic programming for optimizing the hydraulic operation of a complex two reservoir hydroelectric system in order to provide maximum firm power output. Records of natural inflows are used over a winter drawdown period for study purposes and flow forecast procedures are discussed. The system, owned by the Aluminum Company of Canada Ltd. (ALCAN), Arvida, P.Q., is described, including its operations and restrictions. Also described are the procedures used and the assumptions made for a daily simulation computer program which is used by ALCAN and was made available for purposes of this study. A description of dynamic programming including definitions of the normally used terms "objective function, "stages" and "states" is given and is followed by a discussion of the limitations of the ALCAN program for direct use in the dynamic programming algorithm. A new simplified simulation routine that cuts computer costs drastically yet gives reasonable results is described. Assumptions of the new routine are stated and its operation is described. The dynamic programming computer routine is explained, followed by a short description of the implications of system restrictions on the routine. Comparisons between ALCAN simulation output and the dynamic programming routine output are made and the method of obtaining maximum firm power is indicated. Tests are made to determine the sensitivity of the "state" increment to computer costs and program accuracy. For operational purposes, the dynamic programming routine can be used to determine optimal reservoir drawdown rule curves which can be then fed into the ALCAN simulation for daily operational purposes. Applied Science, Faculty of Civil Engineering, Department of Graduate 2011-05-12T18:24:05Z 2011-05-12T18:24:05Z 1970 Text Thesis/Dissertation http://hdl.handle.net/2429/34504 eng For non-commercial purposes only, such as research, private study and education. Additional conditions apply, see Terms of Use https://open.library.ubc.ca/terms_of_use. University of British Columbia
collection NDLTD
language English
sources NDLTD
topic Hydroelectric power plants -- Mathematical models.
spellingShingle Hydroelectric power plants -- Mathematical models.
Okun, Michael Howard
Optimal hydraulic operation of a complex two reservoir hydro-electric system
description This thesis presents an example of the use of dynamic programming for optimizing the hydraulic operation of a complex two reservoir hydroelectric system in order to provide maximum firm power output. Records of natural inflows are used over a winter drawdown period for study purposes and flow forecast procedures are discussed. The system, owned by the Aluminum Company of Canada Ltd. (ALCAN), Arvida, P.Q., is described, including its operations and restrictions. Also described are the procedures used and the assumptions made for a daily simulation computer program which is used by ALCAN and was made available for purposes of this study. A description of dynamic programming including definitions of the normally used terms "objective function, "stages" and "states" is given and is followed by a discussion of the limitations of the ALCAN program for direct use in the dynamic programming algorithm. A new simplified simulation routine that cuts computer costs drastically yet gives reasonable results is described. Assumptions of the new routine are stated and its operation is described. The dynamic programming computer routine is explained, followed by a short description of the implications of system restrictions on the routine. Comparisons between ALCAN simulation output and the dynamic programming routine output are made and the method of obtaining maximum firm power is indicated. Tests are made to determine the sensitivity of the "state" increment to computer costs and program accuracy. For operational purposes, the dynamic programming routine can be used to determine optimal reservoir drawdown rule curves which can be then fed into the ALCAN simulation for daily operational purposes. === Applied Science, Faculty of === Civil Engineering, Department of === Graduate
author Okun, Michael Howard
author_facet Okun, Michael Howard
author_sort Okun, Michael Howard
title Optimal hydraulic operation of a complex two reservoir hydro-electric system
title_short Optimal hydraulic operation of a complex two reservoir hydro-electric system
title_full Optimal hydraulic operation of a complex two reservoir hydro-electric system
title_fullStr Optimal hydraulic operation of a complex two reservoir hydro-electric system
title_full_unstemmed Optimal hydraulic operation of a complex two reservoir hydro-electric system
title_sort optimal hydraulic operation of a complex two reservoir hydro-electric system
publisher University of British Columbia
publishDate 2011
url http://hdl.handle.net/2429/34504
work_keys_str_mv AT okunmichaelhoward optimalhydraulicoperationofacomplextworeservoirhydroelectricsystem
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