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 5070—2022 海水抽水蓄能电站设计导则 Guide for design of sea-water 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》 XM95148 责编：谭学奇 成品：140*203 责校：马宁 版心：104*160 字数：28*29 行 天25 地 18 订 19 切 17 ,描图：10 个 全国团体标准信息平台10mm 10 21mm T/CEC 5070—2022 定价：62.00 元  全国团体标准信息平台 中国电力企业联合会标准 海水抽水蓄能电站设计导则 Guide for design of sea-water pumped storage power station T/CEC 5070—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02月01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 海水抽水蓄能电站设计导则 Guide for design of sea-water pumped storage power station T/CEC 5070—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2月第一版 2023年2月北京第一次印刷 850毫米×1168 毫米 32开本 3印张 78千字 * 统一书号 155198·4624 定 价62.00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 5070—2022 I 前 言 本导则根据《2019 年第一批中国电力企业联合会标准制订计 划的通知》 （中电联标准〔2019 〕86 号）的要求进行编制。标准 编制组经广泛调查研究，结合国家重点研发计划《海水抽水蓄能 电站前瞻技术研究》成果，以及港工、核电等工程设计经验，邀请了建设运营单位、勘察设计单位相关专家进行评审、把关，并在广泛征求意见的基础上，制订本导则。 本导则共分 12 章，主要技术内容包括：总则、术语、水文气 象、规划、工程地质勘察、工程总布置及水工建筑物设计、水力机械设计、电气设计、金属结构设计、供暖通风与空气调节、施工组织设计、环境保护。 本导则由中国电力企业联合会提出，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。执 行过程中如有意见或建议，请寄送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 ） 。 本标准主要编写单位：广东省水利电力勘测设计研究院有限公司 本标准主要参编单位：南方电网调峰调频发电有限公司 本标准主要起草人：吴新平 滕 军 李定林 吴林波 吴秋芳 陈 满 章 鹏 张 羽 王殿春 陈志伟 郭建设 林文婧 薛继乐 黄 勇 陈仕贝 谢小辉 姜 南 李珍祥 龚 芳 刘力捷 曾俏俏 郑悦华 范丽芳 彭煜民 高彦明 向正林 本标准主要审查人：汪 毅 张亚武 张正平 于亚军 全国团体标准信息平台T/CEC 5070—2022 II 李德华 祁生文 宋守平 李 冰 蒋逵超 赵 轶 陈顺义 周建新 严 丽 史济民 周建旭 贾 巍 邱树先 杨铁荣 刘殿海 全国团体标准信息平台T/CEC 5070—2022 III 目 次 1 总 则 ·····························································································1 2 术 语 ·····························································································2 3 水文气象 ·····················································································3 4 规 划 ·····························································································4 4.1 一般规定 ··············································································4 4.2 工程任务和建设必要性 ·······················································4 4.3 站址选择 ··············································································4 4.4 装机容量选择 ·······································································5 4.5 海洋侧特征潮水位选择 ·······················································5 4.6 运行方式与能量指标 ···························································5 5 工程地质勘察 ·············································································6 6 工程总布置及水工建筑物设计 ··················································8 6.1 一般规定 ··············································································8 6.2 工程总布置 ··········································································8 6.3 上水库 ··················································································9 6.4 输水系统 ············································································10 6.5 厂区及厂房布置 ·································································12 6.6 尾水围护 ············································································13 6.7 水工结构防腐、防海生物污损设计 ··································14 6.8 安全监测 ············································································15 7 水力机械设计 ···········································································17 7.1 一般规定 ············································································17 7.2 水泵水轮机 ········································································17 7.3 进水阀 ················································································18 7.4 技术供水系统、排水系