首页 | 本学科首页   官方微博 | 高级检索  
     

连云港西大堤工程后人工海湾内回淤强度的测算分析
引用本文:张华. 连云港西大堤工程后人工海湾内回淤强度的测算分析[J]. 海洋工程, 2000, 18(1): 70-74
作者姓名:张华
作者单位:华东师范大学,河口海岸国家重点实验室,上海,200062
摘    要:本文重点研究了连云港西大堤工程后人工海湾内的回淤状况,得出以下结论:西大堤的封堵使人工海湾内的水动力和泥沙运动产生了明显的变化。但这只是工程后的局部调整,不会造成严重的淤积。由于湾内泥沙供应量的减少,连云港仍将维持冲淤相对平衡的状态。并且,本文以实测资料为依据,对两类主要的回淤预报公式进行了分析评价,证明了这两类公式的合理性和可靠性。

关 键 词:连云港  人工海湾  西大堤  回淤强度  港池
修稿时间:1998-12-14

Sedimentation intensity of the artificial bay in Lianyungang after the construction of West Breakwater
ZHANG Hua. Sedimentation intensity of the artificial bay in Lianyungang after the construction of West Breakwater[J]. The Ocean Engineering, 2000, 18(1): 70-74
Authors:ZHANG Hua
Abstract:In this paper, the sedimentation of Lianyungang Harbor basin after the construction of West Breakwater is studied with the key conclusion that the construction of West Breakwater changes greatly the marine dynamic force and sedimentation. However, the change will not lead to severe deposition. With the decrease of sediment supply, the sedimentation and erosion of Lianyungang Harbor will keep balanced. On this basis, two kinds of models for the forecasting of sedimentation in Lianyungang Harbor are appraised in this paper. It is clear that they are reasonable and dependable.
Keywords:Lianyungang Harbor  artificial bay  West Breakwater  sedimentation intensity  pool
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《海洋工程》浏览原始摘要信息
点击此处可从《海洋工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号