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龙口湾拦江沙坝冲淤稳定性研究 被引量:3

Study on Erosional and Depositional Stability of Lanjiang Sand Bar in the Longkou Bay
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摘要 通过不同时期的水深对比对龙口湾拦江沙坝的稳定性进行研究,从其形成过程和现代泥沙运动的角度对拦江沙坝冲淤变化的机制进行探讨。研究表明,该沙坝范围和轮廓稳定,但坝体泥沙在波浪作用下发生沿坝输移和横向输移,在人工开口情况下有较为明显的冲淤响应。 In this paper, the erosional and depositional stability of the Lanjiang sand bar in the Longkou Bay is studied by making a comparison between water depth data in different periods, and the erosion and deposition mechanisms of the Lanjiang sand bar are discussed by analyzing the formation process of sand bar and the sediment movement around sand bar. It is shown from the study results that the scope and outline of sand bar were stable, but the sediments on the bar were transported along and across the bar under the actions oi waves, and obvious erosion and deposition variations of sand bar occurred after the sand bar having been artificially opened.
出处 《海岸工程》 2006年第4期18-24,共7页 Coastal Engineering
关键词 拦江沙坝 冲淤稳定性 形成过程 泥沙运动 Lanjiang sand bar erosion and deposition stability formation process sediment movement
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参考文献5

  • 1王文海 武桂秋 王润玉.龙口湾泥沙问题的研究[J].海岸工程,1988,7(1):19-27.
  • 2蔡爱智.山东龙口湾的泥沙来源和连岛沙坝的形成[C]∥海岸、河口区动力、地貌、沉积过程论文集.北京:科学出版社,1985.
  • 3吴桑云 王文海.屺山岛连岛沙坝发育初探[J].黄渤海海洋,1986,4(1):62-66.
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  • 5中华人民共和国交通部.JTJ213-98 海洋水文规范[S].北京:人民交通出版社,1998.

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