抽蓄工程设计中波浪爬高计算方法优选  

Optimization of Wave Climbing Calculation Method in Pumped Storage Engineering Design

作　　者：魏樯 苏畅 魏涌 WEI Qiang;SU Chang;WEI Yong(Power China Kunming Engineering Corporation Limited,Kunming 650051,China;Kunming Power Supply Bureau,Kunming 650051,China;Yunnan Tengju Construction Project Management Co.,Ltd,Kunming 650051,China)

机构地区：[1]中国电建集团昆明勘测设计研究院有限公司,云南昆明650051 [2]昆明供电局,云南昆明650051 [3]云南腾巨建设项目管理有限公司,云南昆明650051

出　　处：《云南水力发电》2024年第9期194-197,共4页Yunnan Water Power

摘　　要：抽蓄工程土石坝设计中,波浪爬高是需要考虑的重点之一。由于不同标准、规范及手册中对于波浪爬高计算方法和公式的选用不尽相同,计算成果也略有差别,故设计人员准确理解规范适用条件,并正确选用计算方法和公式极为重要。结合工程实例,对不同规范中波浪爬高计算方法和公式进行了对比分析并提出应用建议。In the design of earth rock dams for pumped storage projects,wave crest is one of the key considerations.Due to different standards,specifications,and manuals,the selection of calculation methods and formulas for wave run-up varies slightly,and the calculation results also differ slightly.Therefore,it is extremely important for designers to accurately understand the applicable conditions of the specifications and correctly select the calculation methods and formulas.Based on engineering examples,this paper compares and analyzes the calculation methods and formulas for wave run-up in different specifications,and proposes application suggestions.

关 键 词：抽蓄工程 波浪爬高 设计规范 

分 类 号：TV135.5[水利工程—水力学及河流动力学]