淮河干流疏浚工程超大型排泥场优化设计  

Optimization design of super-large dredging field for Huaihe river main stream dredging project

作　　者：王南江[1] 周志彦 冯英 WANG Nanjiang;ZHOU Zhiyan;FENG Ying(Huaihe Committee Huaihe Project Construction Administration Bureau, Bengbu 233000, China;Jiangsu Hongji Water Source Technology Co., Ltd., Yangzhou 225000, China;Huaihe Water Conservancy and Hydropower Development Company (Bengbu), Bengbu 233000 China)

机构地区：[1]淮委治淮工程建设管理局,安徽蚌埠233000 [2]江苏鸿基水源科技股份有限公司,江苏扬州225000 [3]淮河水利水电开发公司(驻蚌),安徽蚌埠233000

出　　处：《水利建设与管理》2019年第2期37-40,共4页Water Conservancy Construction and Management

摘　　要：本文以淮河干流香浮段行蓄洪区调整与建设工程为例,介绍了该工程中超大型排泥场优化设计的原则,阐述了土方平衡与调配方案、排泥场形式、退水方式、围堰等优化设计主要内容。通过优化设计,既节省了工程量和工程投资,更确保了排泥场运行期的安全,可为类似工程建设提供借鉴。Adjustment and construction project of flood storage area in Xiangfu section of Huaihe River trunk stream is adopted as an example. The principle of optimal design of super-large mud discharge field in the project is introduced. Main contents of optimal design of earthwork balance and allocation scheme, mud discharge field type, water withdrawal mode, cofferdam, etc. are expounded. The optimized design not only saves the engineering amount and investment, but also ensures the safety of the mud discharge field during the operation period, which can provide reference for similar project construction.

关 键 词：疏浚工程 排泥场 优化设计 

分 类 号：U616.1[交通运输工程—船舶及航道工程]