首页> 外文会议>Proceedings of the Ninth International Symposium on River Sedimentation vol.4 >SILT PREDICTION OF ONE-STAGE DEEP WATER CHANNEL PROJECT IN THE YANGTZE ESTUARY
【24h】

SILT PREDICTION OF ONE-STAGE DEEP WATER CHANNEL PROJECT IN THE YANGTZE ESTUARY

机译:长江口一级深水通道工程的初步预测

获取原文
获取原文并翻译 | 示例

摘要

In order to develop a deep channel in Yangtze Estuary, a regulation project has been put in practice by stages. In the feasibility study of the project, the sediment siltation in the channel was studied mainly by numerical model; meanwhile some physical models of sediment transport come to assist. Based on the numerical model of total sediment transport in the Yangtze Estuary, the annual siltation in normal condition and 10 days' siltation in adverse condition in each stage are predicted. The one-stage project was completed in March 2000 and the channel with 8.5m water depth has been formed by dredging. In this paper, the effect of project on siltation is analyzed and the siltation prediction is introduced. The quantity and the distribution of siltation in the channel measured in the first stage of project are compared with the predicted value by the numerical model. Thepractice of navigation channel shows that it can be maintained by dredging after the regulation project constructed.
机译:为了开发长江口深水沟,已分阶段实施了治理工程。在该项目的可行性研究中,主要通过数值模型研究了航道内的泥沙淤积。同时,一些泥沙运移的物理模型也可以提供帮助。基于长江口输沙总量的数值模型,预测了正常阶段的年淤积和不利阶段的10天淤积。一期工程于2000年3月完成,疏depth形成了水深8.5m的河道。本文分析了工程对淤积的影响,介绍了淤积预测。通过数值模型将项目一期测得的河道淤积量和分布与预测值进行比较。航道的实践表明,调节工程建成后,可以通过疏maintained进行维护。

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