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十到百年尺度动力形态模型在珠江磨刀门河口的应用

邱立国 韦惺 莫文渊 吴超羽 包芸

邱立国, 韦惺, 莫文渊, 吴超羽, 包芸. 十到百年尺度动力形态模型在珠江磨刀门河口的应用[J]. 海洋学报, 2012, 34(4): 135-146.
引用本文: 邱立国, 韦惺, 莫文渊, 吴超羽, 包芸. 十到百年尺度动力形态模型在珠江磨刀门河口的应用[J]. 海洋学报, 2012, 34(4): 135-146.
QIU Liguo, WEI Xing, MO Wenyuan, WU Chaoyu, BAO Yun. A long-term numerical model of mophodynamic evolution and its application to Modaomen Estuary[J]. Haiyang Xuebao, 2012, 34(4): 135-146.
Citation: QIU Liguo, WEI Xing, MO Wenyuan, WU Chaoyu, BAO Yun. A long-term numerical model of mophodynamic evolution and its application to Modaomen Estuary[J]. Haiyang Xuebao, 2012, 34(4): 135-146.

十到百年尺度动力形态模型在珠江磨刀门河口的应用

A long-term numerical model of mophodynamic evolution and its application to Modaomen Estuary

  • 摘要: 在人类活动的参与下磨刀门河口演变已不再是纯粹的自然过程,而是自然和人类活动共同塑造的过程。建立了一个以过程模拟为主的10~100 a尺度的长周期动力形态模型(PRD-LTMM-10)用于模拟磨刀门河口在人类活动作用下的演变过程。 该模型建立在水体运动方程和沉积物输运方程的基础上,应用约简技术对模型输入和计算进行处理,并包含了用于评价和量化人类活动的抛石促淤模块和航道疏浚模块。应用该模型较真实地模拟了磨刀门河口在1977-1988 年的动力地形演变过程,并且通过模拟结果和情景分析,合理地分离了人类各种工程活动的长期影响和自然因素在河口演变中的作用。研究表明,治理工程对河口自然发展趋势造成了较大的改造,淤积强度表现为西侧大于东侧。抛石和围垦工程使横洲水道主槽逐年冲刷,深槽外移,而龙屎窟深槽上端则表现为严重淤积,深槽不断缩窄。
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出版历程
  • 收稿日期:  2010-06-21
  • 修回日期:  2011-10-27

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