An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations

碩士 === 義守大學 === 機械與自動化工程學系 === 106 === Water supply systems (WSS) of tall buildings in Taiwan generally adopt the gravity-tower way to supply water. In the present study, a WSS layout was created for three buildings in a multiple-unit complex by using EPANET to trace the water intake time of roof to...

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Main Authors: Chen-An Yan, 顏辰安
Other Authors: Jiann-Lin Chen
Format: Others
Language:zh-TW
Published: 2018
Online Access:http://ndltd.ncl.edu.tw/handle/v3gxkv
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spelling ndltd-TW-106ISU056090072019-09-26T03:28:10Z http://ndltd.ncl.edu.tw/handle/v3gxkv An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations 大樓自來水配水管網同步現象模擬分析與優化調度演算法 Chen-An Yan 顏辰安 碩士 義守大學 機械與自動化工程學系 106 Water supply systems (WSS) of tall buildings in Taiwan generally adopt the gravity-tower way to supply water. In the present study, a WSS layout was created for three buildings in a multiple-unit complex by using EPANET to trace the water intake time of roof towers and underground tanks in the network. A relation was made between user demands and water supply nodes via the design parameters of user’s demand patterns, base demands, and pump controls, etc. The synchronization phenomenon caused by multiple-buildings water intakes was analyzed using the concept of DMA (District Metering Area). Besides, the factors resulting in the synchronization and its impact on the pressure fluctuation were studied based on the volume ratio of water storage equipment and the demand pattern of users. An Index of Synchronization (IS) was defined to describe the influence level of the multiple-buildings intakes. Finally, an algorithm (OSWSSA) for operating-valve (or pump) schedules was proposed to avoid the synchronization and stabilize the pipeline pressure for water supply systems. Jiann-Lin Chen 陳建霖 2018 學位論文 ; thesis 65 zh-TW
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description 碩士 === 義守大學 === 機械與自動化工程學系 === 106 === Water supply systems (WSS) of tall buildings in Taiwan generally adopt the gravity-tower way to supply water. In the present study, a WSS layout was created for three buildings in a multiple-unit complex by using EPANET to trace the water intake time of roof towers and underground tanks in the network. A relation was made between user demands and water supply nodes via the design parameters of user’s demand patterns, base demands, and pump controls, etc. The synchronization phenomenon caused by multiple-buildings water intakes was analyzed using the concept of DMA (District Metering Area). Besides, the factors resulting in the synchronization and its impact on the pressure fluctuation were studied based on the volume ratio of water storage equipment and the demand pattern of users. An Index of Synchronization (IS) was defined to describe the influence level of the multiple-buildings intakes. Finally, an algorithm (OSWSSA) for operating-valve (or pump) schedules was proposed to avoid the synchronization and stabilize the pipeline pressure for water supply systems.
author2 Jiann-Lin Chen
author_facet Jiann-Lin Chen
Chen-An Yan
顏辰安
author Chen-An Yan
顏辰安
spellingShingle Chen-An Yan
顏辰安
An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations
author_sort Chen-An Yan
title An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations
title_short An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations
title_full An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations
title_fullStr An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations
title_full_unstemmed An Optimal Scheduling Algorithm for Water Intakes of Multiple Buildings to Avoid Water-Supply Synchronizations
title_sort optimal scheduling algorithm for water intakes of multiple buildings to avoid water-supply synchronizations
publishDate 2018
url http://ndltd.ncl.edu.tw/handle/v3gxkv
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