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Application of the Sediment Mathematical Modelling on Planned Project of Lingdingyang Bay 被引量:6

伶仃洋泥沙数学模型在规划工程中的应用(英文)
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摘要 Based on the combined hydraulic calculation for the eastern network region at the Pearl River estuary and several outlets to the Lingdingyang Bay, the sediment calculation modelling was introduced in the establishment of the sediment mathematical model for Lingdingyang Bay and the eastern region with one and two dimensional flow calculation. Model adjustment and verification were performed in conjunction with field data. The simulated results coincide well with measured data.In addition the model is applied to predict the shore-line planning scheme of Lingdingyang Bay.The theoretical criterion is provided for the shore line plan in the model.And a new mathematical simulated method is put out to research the planning engineering concerned with one-dimensional net rivers and two-dimensional estuary. 基于珠江口东片网河与伶仃洋多口门衔接水力计算结果 ,提出泥沙计算模型 ,建立了珠江口东片网河与伶仃洋一、二维衔接泥沙数学模型 .结合实测资料对模型进行了调试与验证 ,模拟结果与实测资料基本吻合 .同时对珠江口岸线规划方案进行了预报计算 ,为岸线规划提供了理论依据 ,为一维网河和二维河口规划工程的整体计算研究提供了一种新的数学模拟方法 .
出处 《Transactions of Tianjin University》 EI CAS 2002年第4期285-290,共6页 天津大学学报(英文版)
关键词 sediment mathematical model one and two-dimensional flow calculation Lingdingyang bay shore-line plan 泥沙数学模型 一、二维衔接计算 伶仃洋 岸线规划
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参考文献7

  • 1[1]Qian Ning. Sediment Transport Dynamics[ M ]. Beijing :Science Pub lishing House, 1986:262-343. 被引量:1
  • 2[2]Wang Shangyi, Gu Yunyang. Theoretical foundation and application of two dimensional sediment mathematical model [ J ]. Ocean Bulletin, 1987(1) :104-114. 被引量:1
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