首页> 外文会议>2011 International Conference on Remote Sensing, Environment and Transportation Engineering >Analysis of the influence of Deep Waterway Project on morphological evolution in the North Passage of the Changjiang Estuary, China
【24h】

Analysis of the influence of Deep Waterway Project on morphological evolution in the North Passage of the Changjiang Estuary, China

机译:长江口北通道深水航道工程对形态演化的影响分析

获取原文

摘要

Based on the difference of flow field, suspended sediment concentration and transportation in the North Passage between in Jan. 1998 and in Feb. 2008 using Delft3D model, the dynamical mechanisms of the morphological change in the North Passage are discussed in this paper. The results are summarized as follows: 1) the water depth in the North Passage has increased due to the enhanced resistance produced by the groins of the Deep Waterway Project. The ebb tide current is significantly blocked by these dikes and groynes. 2) The flow field also has been changed by the increased water depth, including that the flow velocity has decreased in the entrance region and the dikes-groins region and decreased in the upper and middle regions of the main channel, and increased in the lower and partial of upper region. The location of maximum velocity has moved downstream from the middle to lower region of the main channel, the maximum velocity is 0.2m/s larger in Feb. 2008 than that in Jan. 1998, and the velocity amplitude in dikes-groins region has about 1.0 m/s decreasing in Feb. 2008 compared with that in Jan. 1998. 3) The locations of weakened and increasing velocity are identical with the regions of significant sediment deposition and erosion respectively. 4) The construction has blocked the cross-dike transportation of high-concentration suspended sediment from Jiuduansha Shoal into the North Passage. 5) In the future, the region of entrance and dikes-groins might have potential trend of siltation process, especially the dikes-groins region built during 2nd phase.
机译:基于流域的差异,1998年1月与2008年2月的北方通道中的悬浮泥沙集中浓度和运输利用Delft3D模型,本文讨论了北段形态变化的动态机制。结果总结如下:1)由于深水道项目的腹股沟产生的电阻增强,北路通道中的水深增加。这些堤坝和甘博的潮汐潮流被显着阻挡。 2)流场还通过增加的水深而改变,包括在入射区和堤坝 - 腹股沟区域中的流速下降,并且在主通道的上部和中间区域下降,并且较低和局部地区。最大速度的位置已从主通道的中间区域移动到下游,2008年2月的最大速度为0.2m / s,比1998年1月的更大程度,而堤防群地区的速度幅度约为2008年2月减少1.0米/秒,与1998年1月相比,3)削弱和增加速度的位置分别与显着沉积物沉积和腐蚀的区域相同。 4)施工阻断了从九杜甘蓝山脉进入北段的高浓度悬浮沉积物的交叉堤防运输。 5)在未来,入口和堤腹沟的区域可能具有淤积过程的潜在趋势,尤其是在2 nd 相期间构建的堤防腹部区域。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号