Show simple item record

contributor authorFeng Zhong-kai;Niu Wen-jing;Cheng Chun-tian;Lund Jay R.
date accessioned2019-02-26T07:52:23Z
date available2019-02-26T07:52:23Z
date issued2018
identifier other%28ASCE%29WR.1943-5452.0000882.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249975
description abstractThe progressive optimality algorithm (POA) is commonly used to identify optimal hydropower operation schedules in China. However, POA may not converge within a reasonable time for large and complex problems because its computational burden grows exponentially with the expansion of system scale. In order to effectively alleviate the dimensionality problem of POA, an improved POA variant called orthogonal progressive optimality algorithm (OPOA) is introduced in this paper. In the OPOA, an orthogonal experimental design is used to replace the exhaustive combinatorial evaluation at each POA two-stage subproblem. The theoretical analysis shows that POA and OPOA have exponential and approximately polynomial growth in computational complexity, respectively. The proposed method is applied to a large-scale multireservoir system located on the Wu River in China. The results indicate that, compared with POA, OPOA can remarkably enhance the computing efficiency in different cases, showing its practicability and feasibility for multireservoir system operation.
publisherAmerican Society of Civil Engineers
titleOptimizing Hydropower Reservoirs Operation via an Orthogonal Progressive Optimality Algorithm
typeJournal Paper
journal volume144
journal issue3
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000882
page4018001
treeJournal of Water Resources Planning and Management:;2018:;Volume ( 144 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record