基于InfoWorks ICM软件的新堆场形式集装箱港区排水模型测试  

Drainage model testing of container port area with new-type yard based on InfoWorks ICM software

作　　者：何卓义 李彬[1] 刘毅[1] 钟良生[1] 彭达龙 HE Zhuoyi;LI Bin;LIU Yi;ZHONG Liangsheng;PENG Dalong(CCCC-FHDI Engineering Co.,Ltd.,Guangzhou 510290,China)

机构地区：[1]中交第四航务工程勘察设计院有限公司,广东广州510290

出　　处：《水运工程》2024年第8期219-223,共5页Port & Waterway Engineering

摘　　要：为进一步分析论证港区的排涝能力,以广州某大型集装箱港区为例,采用InfoWorks ICM软件构建港区排水模型,通过模拟不同重现期的降雨过程,分析不同堆场形式下港区溢流节点数、出现最深积水时间、最大积水深度等指标,论证普通集装箱堆场与新型下凹式集装箱堆场的抗洪涝风险能力。结果表明,采用新型下凹式集装箱堆场后,港区的抗洪涝风险能力明显提高,下凹式堆场表现出明显的调蓄作用。To further analyze and demonstrate the drainage capacity of a harbor,taking a large container port in Guangzhou as an example,we build a drainage model based on InfoWorks ICM software of the harbor.To demonstrate the flood control capacity of the common container yard and the new-type concave storage yard,we analyze indicators by simulating the rainfall process with different recurrence interval,such as the number of overflow nodes between different storage yard types,the time when the deepest seeper appeared and the maximum seeper depth.The results show that the flood control capacity of the harbor is obviously improved after the adoption of the new-type concave storage yard,and the concave storage yard shows obvious storage function.

关 键 词：InfoWorks ICM 下凹式堆场 排水模型 雨水系统 海绵港口 

分 类 号：U653[交通运输工程—港口、海岸及近海工程]