Deadbands and the Dynamic Response and Performance of Large Water Transfer Canal System
An operating simulation mode for multireach canal system in series under gate regulating is established. The discharge feedforward plus water lever feedback PID controller was adopted. And the performance indicators are introduced to evaluate the control effects of canal operation. Influence on dyna...
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Veröffentlicht in: | The journal of Northeast Agricultural University 2009, Vol.16 (2), p.58-65 |
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creator | DING Zhiliang WANG Changde TAN Guangming GUAN Guanghua |
description | An operating simulation mode for multireach canal system in series under gate regulating is established. The discharge feedforward plus water lever feedback PID controller was adopted. And the performance indicators are introduced to evaluate the control effects of canal operation. Influence on dynamic response process and dynamic performance as well as the control actions of canal system are studied according to the variation of the gate deadband and water level deadband. The results showed that the larger the gate deadband, the worse, the control effect of canal system over water level, and so done the stable process of gate discharge, yet the stable process of gate opening was getting better, while the upstream gate regulation of each canal pool was less at the time when canal stabilizes; the closer to downstream end of canal, the lager steady-state error of this canal pool was, and the lager influence of gate deadband on the steady-state error as well as response time of this canal pool was; the canal system can not acquire superiority in both the control performance and control actions when only the water level deadband was established. |
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The discharge feedforward plus water lever feedback PID controller was adopted. And the performance indicators are introduced to evaluate the control effects of canal operation. Influence on dynamic response process and dynamic performance as well as the control actions of canal system are studied according to the variation of the gate deadband and water level deadband. The results showed that the larger the gate deadband, the worse, the control effect of canal system over water level, and so done the stable process of gate discharge, yet the stable process of gate opening was getting better, while the upstream gate regulation of each canal pool was less at the time when canal stabilizes; the closer to downstream end of canal, the lager steady-state error of this canal pool was, and the lager influence of gate deadband on the steady-state error as well as response time of this canal pool was; the canal system can not acquire superiority in both the control performance and control actions when only the water level deadband was established.</description><identifier>ISSN: 1006-8104</identifier><language>eng</language><publisher>State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China</publisher><subject>PID控制器 ; 动态响应 ; 性能指标 ; 控制效果 ; 死水位 ; 稳态误差</subject><ispartof>The journal of Northeast Agricultural University, 2009, Vol.16 (2), p.58-65</ispartof><rights>Copyright © Wanfang Data Co. 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Influence on dynamic response process and dynamic performance as well as the control actions of canal system are studied according to the variation of the gate deadband and water level deadband. The results showed that the larger the gate deadband, the worse, the control effect of canal system over water level, and so done the stable process of gate discharge, yet the stable process of gate opening was getting better, while the upstream gate regulation of each canal pool was less at the time when canal stabilizes; the closer to downstream end of canal, the lager steady-state error of this canal pool was, and the lager influence of gate deadband on the steady-state error as well as response time of this canal pool was; the canal system can not acquire superiority in both the control performance and control actions when only the water level deadband was established.</description><subject>PID控制器</subject><subject>动态响应</subject><subject>性能指标</subject><subject>控制效果</subject><subject>死水位</subject><subject>稳态误差</subject><issn>1006-8104</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2009</creationdate><recordtype>article</recordtype><recordid>eNotjk1LxDAQhntQcF39D8GrFKZJ202P0vULCooW9limyaTbtU01qbj99wbXyzszPA_DexatEoA8lgmkF9Gl94dw8XwDq2i3JdQtWu1ZCDbviW0Xi2Ov2Bv5z8l6-gOv5MzkRrSK2GRYha4jtsOZHKsdWm_CUqLFgb0vfqbxKjo3OHi6_p_rqH64r8unuHp5fC7vqljlgsc6VTkK0WqETIBRJHlGKuVAWVoUSQLEpSGUJhNSGjSgCrVJssJokQdGYh3dnt7-oDVou-YwfbvQwje6tYs-HtuGOEABHBIe7JuTrfaT7b764LeoPkw_UCNAZrlIU_ELrUhaWg</recordid><startdate>2009</startdate><enddate>2009</enddate><creator>DING Zhiliang WANG Changde TAN Guangming GUAN Guanghua</creator><general>State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W92</scope><scope>~WA</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>2009</creationdate><title>Deadbands and the Dynamic Response and Performance of Large Water Transfer Canal System</title><author>DING Zhiliang WANG Changde TAN Guangming GUAN Guanghua</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c632-d4c6a33bda0530fce825ec420e5499110e28fea8f5388faf0c9c7159fd360e2e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2009</creationdate><topic>PID控制器</topic><topic>动态响应</topic><topic>性能指标</topic><topic>控制效果</topic><topic>死水位</topic><topic>稳态误差</topic><toplevel>online_resources</toplevel><creatorcontrib>DING Zhiliang WANG Changde TAN Guangming GUAN Guanghua</creatorcontrib><collection>中文科技期刊数据库</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>中文科技期刊数据库-7.0平台</collection><collection>中文科技期刊数据库-工程技术</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>The journal of Northeast Agricultural University</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>DING Zhiliang WANG Changde TAN Guangming GUAN Guanghua</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Deadbands and the Dynamic Response and Performance of Large Water Transfer Canal System</atitle><jtitle>The journal of Northeast Agricultural University</jtitle><addtitle>Journal of Northeast Agricultural University</addtitle><date>2009</date><risdate>2009</risdate><volume>16</volume><issue>2</issue><spage>58</spage><epage>65</epage><pages>58-65</pages><issn>1006-8104</issn><abstract>An operating simulation mode for multireach canal system in series under gate regulating is established. The discharge feedforward plus water lever feedback PID controller was adopted. And the performance indicators are introduced to evaluate the control effects of canal operation. Influence on dynamic response process and dynamic performance as well as the control actions of canal system are studied according to the variation of the gate deadband and water level deadband. The results showed that the larger the gate deadband, the worse, the control effect of canal system over water level, and so done the stable process of gate discharge, yet the stable process of gate opening was getting better, while the upstream gate regulation of each canal pool was less at the time when canal stabilizes; the closer to downstream end of canal, the lager steady-state error of this canal pool was, and the lager influence of gate deadband on the steady-state error as well as response time of this canal pool was; the canal system can not acquire superiority in both the control performance and control actions when only the water level deadband was established.</abstract><pub>State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China</pub><tpages>8</tpages></addata></record> |
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subjects | PID控制器 动态响应 性能指标 控制效果 死水位 稳态误差 |
title | Deadbands and the Dynamic Response and Performance of Large Water Transfer Canal System |
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