期刊文献+

崇明岛4座水闸外移工程水沙数学模型

Numerical model on four sluices outward relocation project of Chongming Island
下载PDF
导出
摘要 受地理位置、水文气象、地形地貌等因素影响,崇明岛洪涝灾害频发,特别是中北部排水出口缺少且规模偏小,不满足暴雨期间排涝的要求。为科学评估崇明岛堡镇港北闸、四滧港北闸、六滧港北闸和八滧港北闸4座水闸外移工程对本区域水沙动力条件的影响,开展水沙数学模型研究工作。结合近年来该区域实测水文泥沙资料,分析该河段水文、泥沙特性及河势演变特征,研究工程河段水沙运动特性。建立工程河段三维水沙盐数学模型,在模型率定及验证的基础上,利用该模型对北支下段崇明岛北沿防汛除涝工程平面方案的实施效果进行模拟计算。结果表明:工程实施后对周边水域的水流条件以及周边水域及北支水道主槽的河床演变基本无影响。研究成果可为工程建设提供技术支撑。 Affected by the geographical location,hydrometeorology,topography and geomorphology,flood disasters occur frequently in Chongming Island of Shanghai.Especially,due to the lack of drainage outlets in the north and central part of the island,it cannot meet the requirements of drainage during the rainstorm.To scientifically evaluate the influence of the four sluices outward relocation project of Chongming Island on the dynamic conditions of water and sediment in this area,we carry out numerical modeling of hydrodynamics and morphology.Combined with the measured hydrological and sediment data in this area in recent years,we analyze the characteristics of hydrology,sediment,and river regime evolution in this reach,and study the characteristics of water and sediment movement in the engineering reach.Meanwhile,we establish a three-dimensional numerical model of water,and sediment in the engineering reach to simulate and calculate the implementation effect of the plane scheme of flood control and de-watering project along the north side of Chongming Island in the lower section of the North Branch based on model calibration and verification.The results show that the implementation of the project has little influence on the flow condition of the surrounding water areas and the bed evolution of the surrounding water area and the North Branch channel.This study provides technical support for engineering construction.
作者 万远扬 王巍 WAN Yuan-yang;WANG Wei(Shanghai Estuarine and Coastal Science Research Center,Shanghai 201201,China)
出处 《水运工程》 北大核心 2021年第9期120-125,166,共7页 Port & Waterway Engineering
基金 国家重点研发计划项目(2017YFC0405403)。
关键词 长江口 北支 数学模型 工程效果 the Yangtze Estuary North Branch numerical model engineering effect
  • 相关文献

参考文献1

二级参考文献12

  • 1刘杰,程海峰,赵德昭,等.横沙通道河床演变分析报告[R].上海:上海河口海岸科学研究中心,2009.
  • 2许卫东.横沙通道演变与建港条件分析[D].上海:华东师范大学,2000.
  • 3戚定满.长江口航道核心计算平台开发研究及成果应用[R].上海:上海河口海岸科学研究中心,2007.
  • 4田淳.长江口深水航道治理工程全潮水文测验技术报告[R].上海:长江口水文水资源勘测局,1998.
  • 5曹平.长江口深水航道治理二期工程水文测验技术报告[R].上海:长江委水文局长江口水文水资源勘测局,2002.
  • 6高健,胡国栋.2005年8月长江口深水航道治理二期工程水文监测技术报告[R].上海:长江委水文局长江口水文水资源勘测局.2005.
  • 7周才扬,高健,胡国栋.长江口深水航道治理三期工程2007年8月水文监测技术报告[R].上海:长江委水文局长江口水文水资源勘测局,2007.
  • 8胡国栋.2009年8月长江El深水航道治理三期减淤工程水文测验技术报告[R].上海:长江委水文局长江口水文水资源勘测局,2009.
  • 9Wan yuanyang, Qi Dingman.Preliminary Analysis on the Impact of Different Stages of Yangtze Estuary Deepwater Channel Regulation Project[ C ]//Department of Civil Engineering Tohoku University.Proceedings of the third international conference on estuaries and coasts.Dendai:Tohoku University, 2009.
  • 10Casulli V.A Semi-implicit Finite Difference Method for Non-hydrostatic, Free-surface Flows[J ].International Journal for Numerical Methods in Fluids, 1999,30: 425-440.

共引文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部