ICS 27.140 CCS P 59 备案号： J2133—2016 中国电力企业联合会标准 P T/CEC 5075—2022 抽水蓄能电站施工导流设计导则 Design guide for construction diversion of pumped storage power station 2022-10-26 发布 2023-02-01 实施 中国电力企业联合会 发布 T/CEC 《电子编加稿件》 XM95143 责编：娄雪芳 成品： 140*203 责校：王小鹏 版心： 104*160 字数： 28*29行 天25 地 18 订 19 切 17 无图 全国团体标准信息平台10mm 10mm 21mm T/CEC 5075—2022 定价：37.00元  全国团体标准信息平台 中国电力企业联合会标准 抽水蓄能电站施工导流设计导则 Design guide for construction diversion of pumped storage power station T/CEC 5075—2022 主编机构： 中国电力企业联合会 批准机构： 中国电力企业联合会 施行日期： 2023年2月1日 中国电力出版社 2023 北 京 全国团体标准信息平台 中国电力企业联合会标准 抽水蓄能电站施工导流设计导则 Design guide for construction diversion of pumped storage power station T/CEC 5075—2022 * 中国电力出版社出版、印刷、发行 （北京市东城区北京站西街 19号 100005 http://www.cepp.sgcc.com.cn ） * 2023年9月第一版 2023年9月北京第一次印刷 850毫米× 1168毫米 32开本 1.75印张 47千字 * 统一书号 155198·4876 定 价37.00元 版 权 专 有 侵 权 必 究 本书如有印装质量问题，我社营销中心负责退换 全国团体标准信息平台T/CEC 5075—2022 I 前 言 根据《中电联抽水蓄能标准化技术委员会关于印发 2020年 第二批中国电力企业联合会标准制修订计划的通知》 （中电联标 准〔 2020〕183 号）的要求，导则编制组经广泛调研，认真总结 经验，参考有关国内先进标准，并在广泛征求意见的基础上，制定本导则。 本导则的主要技术内容是：总则、导流方式、导流建筑物级 别、洪水设计标准、导流建筑物、截流、基坑排水、施工期度汛、 下闸封堵及初期蓄水。 本导则由中国电力企业联合会负责管理，由中国电力企业联 合会标准化管理中心负责日常管理，由中国电力企业联合会抽水蓄能标准化技术委员会（ CEC/TC 03 ）负责具体技术内容的解释。 本导则主编单位： 中国电建集团北京勘测设计研究院有限公司 中水东北勘测设计研究有限责任公司 本导则参编单位：国网新源控股有限公司抽水蓄能技术经济 研 究 院 本导则主要起草人员：吴朝月 王剑涛 马 军 倪晋兵 郭 兴 何竹叶 李东辉 乔 达 卢军民 王 博 李 巩 李 柯 马召建 王丽新 彭小俊 秦 伟 王福运 杜克楠 冯吉新 李云龙 黄远泽 刘君成 刘占军 李佩南 郑希娟 薛 强 张新荣 其其格 本导则主要审查人员：汪 毅 张正平 许要武 陈大鹏 李忠彬 楚跃先 郑桂斌 孙来成 巩平福 黄 昊 邱树先 宋守平 钱文勋 陈兆文 郭光文 杨铁荣 刘力捷 赵贤学 赵毅锋 全国团体标准信息平台T/CEC 5075—2022 II 本导则为首次发布。 本导则在执行过程中的意见或建议反馈至中国电力企业联合 会标准化管理中心（北京市白广路二条一号，100761 ） 。 全国团体标准信息平台T/CEC 5075—2022 III 目 次 1 总 则 ·····························································································1 2 导流方式 ·····················································································2 2.1 一般规定 ··············································································2 2.2 水库施工导流方式 ·······························································2 2.3 进 /出水口施工导流方式 ······················································2 3 导流建筑物级别 ··········································································4 4 洪水设计标准 ·············································································6 5 导流建筑物 ·················································································9 5.1 一般规定 ··············································································9 5.2 围 堰 ······················································································9 5.3 导流隧洞 ············································································10 5.4 导流明渠 ············································································10 5.5 导流涵管 ············································································11 5.6 截排水沟 ············································································11 6 截 流 ···························································································12 7 基坑排水 ···················································································13 7.1 一般规定 ············································································13 7.2 初期排水 ············································································13 7.3 经常性排水 ········································································13 7.4 排水设备选择 ·····································································14 8 施工期度汛 ···············································································15 9 下闸封堵及初期蓄水 ································································16 9.1 下闸封堵 ································