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三峡水利枢纽引航道防淤清淤措施研究
引用本文:姚仕明,潘毅人,王凤. 三峡水利枢纽引航道防淤清淤措施研究[J]. 长江科学院院报, 2000, 17(1): 9-12
作者姓名:姚仕明  潘毅人  王凤
作者单位:长江科学院河流研究所,湖北武汉430010
基金项目::国家自然科学基金委员会和中国三峡开发总公司联合资助的重大项目(59493600)
摘    要:根据三峡水利枢纽通航建筑物的淤积特点,通过引客水破异重流,水帘、气帘和水平附壁射流破异重流,潜坝拦阻异重流以及引流冲沙、引流结合松动冲沙试验,重点研究了防淤清淤措施及其效果。并认为应以机械挖泥为引航道口门外清淤的主要措施。

关 键 词:通航建筑物   引航道   防淤措施   清淤  
文章编号:1001-5485(2000)01-0009-04

Study on measures for control and removal of sediment in approach channel of TGP
YAO Shi-ming,PAN Yi-ren,WANG Feng. Study on measures for control and removal of sediment in approach channel of TGP[J]. Journal of Yangtze River Scientific Research Institute, 2000, 17(1): 9-12
Authors:YAO Shi-ming  PAN Yi-ren  WANG Feng
Abstract:According to the sedimentation characters of lock approach channel of TGP,various measures of control and removal of sediment and their efficiencies were studied and compared with each other.These measures include:eleminating or reducing density flow(by adding foreign water,by setting air curtain of water curtain,by installing near bottom horisontal jet),or preventing density flow by a low submerged dam,scouring off sand by flowing water as well asscouring sand associating with machinery loosening.After comparative investigation,it is concluded that all the above mentioned measureds have certain effect for preventing or removing sediment,but the main meosure of sediment removal outside the approach channel entrance is machinery dredging.
Keywords:navigation structure  approach channel  sediment preventing measure  removal sediment measure  
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