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For the long-distance water supply project where the pump station pressurizes before the high point and gravity flows after the high point, when the end valve is closed in a straight line in case of power failure in an accident, a longer valve closing time is required to meet the pressure control standard, which virtually increases the scale of the protective measures and increases the investment. In order to solve this problem, a broken line valve closing rule is proposed to reduce the volume of protective measures while optimizing the pressure. The characteristic line method is used to check each scheme through FORTRAN programming, and the general rule is summarized by analyzing the influencing factors of the main parameters. The case results show that the broken line valve closing can reduce the volume of protective measures and reduce the project cost compared with the straight line valve closing within the same valve closing time under the premise of ensuring that the pressure meets the requirements.
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针对高点前泵站加压、高点后重力自流的长距离供水工程,事故掉电时末端阀门采用一段直线关闭,为了满足压力控制标准需较长的关阀时间无形中加大了防护措施的规模、增加了投资。为此,采用折线关阀规律,在优化压力的同时减少防护措施体积,采用特征线法通过FORTRAN编程对各方案进行验算,并针对主要参数进行影响因素分析。实例应用结果表明,在保证压力符合要求的前提下相同关阀时间内折线关阀相比于直线关阀可减少防护措施体积、降低工程造价。
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, authorsList=王开朗, 张健, 姚天语, 王燕)}, authors=[Author(id=1223204291683405991, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1223204289779192817, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=2510227192@qq.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1223204291779874996, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1223204289779192817, authorId=1223204291683405991, language=EN, stringName=Kai-lang WANG, firstName=Kai-lang, middleName=null, lastName=WANG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1223204291876344005, tenantId=1146029695717560320, journalId=1205116964453384197, articleId=1223204289779192817, authorId=1223204291683405991, language=CN, stringName=王开朗, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=河海大学水利水电学院,江苏 南京 210098, bio={"content":"
王开朗(1998-),男,硕士研究生,研究方向为长距离、跨流域泵站输配水系统的供水安全,E-mail:2510227192@qq.com
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王开朗(1998-),男,硕士研究生,研究方向为长距离、跨流域泵站输配水系统的供水安全,E-mail:2510227192@qq.com
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