地理学报 ›› 1998, Vol. 53 ›› Issue (s1): 158-166.doi: 10.11821/xb1998s1020

• 论文 • 上一篇    下一篇

江苏北部废黄河口水下三角洲稳定性和深水港建设

虞志英1, 樊社军1, 金缪2   

  1. 1. 华东师范大学河口海岸国家重点实验室,上海200062;
    2. 连云港建港指挥部,连云港222042
  • 收稿日期:1997-03-02 修回日期:1998-12-21 出版日期:1998-12-15 发布日期:1998-12-15
  • 作者简介:虞志英,1935年生.1957年毕业于华东师范大学地理系,现任华东师范大学河口海岸研究所教授、博土生导师。长期从事海岸工程条件下海岸动力沉积和动力地貌学的研究,在国内外刊物上发表有“淤泥质海岸水动力特征及人工吹泥条件下的岸滩演变”等论文20余篇。
  • 基金资助:

    国家自然科学基金资助项目,编号49601001

THE OLD YELLOW RIVER UNDERWATER DELTA IN THE NORTH JIANGSU AND THE SEAPORT BUILDING

Yu Zhiying1, Fan Shejun1, Jin Liao2   

  1. 1. East China Normal University, Shanghai 200062;
    2. Lianyungang Seaport Office, Lianyungang 222042
  • Received:1997-03-02 Revised:1998-12-21 Online:1998-12-15 Published:1998-12-15
  • Supported by:

    Supported by National Natural Science Foundation of China, No.49601001

摘要: 废黄河口三角洲的演化主要表现为水下三角洲大面积的冲蚀和三角洲海岸线的夷平,形成了由—10m以深的平坦海床、—5m~—10m间的水下斜坡和—5m以浅的近岸浅滩三个地貌单元构成的地形格局。—10m~—15m水下平台稳定,略有冲刷;而水下斜坡随着往复性潮流长轴与斜坡走向逐渐趋于一致,潮流侧向侵蚀弱化;近岸浅滩则表现为人工护岸条件下的有限下切。这为深水港口的建设提供了良好的近岸水深条件和相对稳定的水陆域环境。

关键词: 废黄河口, 水下三角洲, 稳定性, 深水港建设

Abstract: The old Yellow River Delta in Jiangsu province has been an abandoned delta since 1855 when the Yellow River changed its course to Shangdong province. With the exhaustion of sedi-ment supply from river,the subaqueous and land part of abandoned Yellow River Delta has being eroded by wave and tidal current. The large scale erosion at submarine delta and the trans-portation of eroded sediment reflects the erosion process. As a result, the coast along this area become the only one part of ?10m isobath near shore most closely in Jiangsu province. In the mean while, under the erosion and sedimentation adjustion in one and a half centuries, the un-ceasing erosion at the area that is deeper than ?10m and ?15m has been restrained effectively and its topography tends to stable. At the region of subaqueous slope that lies between isobath of ?5 m and ?10 m, as the trend of isobath tends gadually parallel to the longitudinal axis direction of tidal current, the profile of subaqueous slope has being adjusted gradually, side-ero-sion on the slope caused by tidal current has being weakened. At the shoal area that is shallower than ?5m, because of the establishment of defense buildings, the severe recess of coastline caused by wave is checked. As a result, the wave-induced erosion on sea bed is confined within the limited area that lies between the stable coastline and subaqueous slope where erosion is de-cline. The adjusting of tidal flat profile can be detected from the recess of curvature on the pro-file and the "down cutting" on the shoal.However, according to macroscopic natural environment, the present evolution of subaque-ous topography is still in the adjusting stage,which is made up with "weakening" and "down cut-ting" of erosion process. Under the action of powerful wave and tidal current, erosion on the shoal that is composed of silt sediment which is widely distributed in local area and subaqueous topography still is the main characteristics of topography evolution. Therefore , the severe move-ment of suspended material and abundant supply of sediment that is generated by erosion will become main impeding factors for local harbor constuction in the future. And then, we must at-tach importance to study engineering measures when making plan for harbor construction, so that can guarantee the progress of harbor engineering construction.

Key words: the old Yellow River, under water delta, stability, seaport building

中图分类号: 

  • U652