【24h】

NUMERICAL SIMULATION OF 3-D SEEPAGE FLOW FOR A LARGE HYDROPOWER PROJECT

机译:大型水电工程三维渗流的数值模拟

获取原文
获取原文并翻译 | 示例

摘要

The numerical simulation of 3-D seepage flow for Gong-Bo-Xia Hydropower Project is described in this paper. Gong-Bo-Xia Hydropower Project is a large multipurpose hydropower project, with total capacity of 1500MW, in Yellow River, it is located in Qinghai Province, China, and composed of outlet works, dam, intake of hydropower system, low-level outlet and concrete cutoff etc.. The physical seepage space is very large. Its boundaries are such that the upstream boundary is taken at 480m upstream from axis of dam; the downstream one is taken at 900m downstream from axis of dam; the lowest bottom boundary is taken at elev. 1800m the left boundary is taken at 200m outside of the left wall of the spillway and the right one is taken at 100m outside the right end of the concrete cutoff. Considering the complexity of the layout of the project and the seepage space, as well as the variety of the seepage control measures, Boundary-Fitted Curvilinear Coordinates (BFCC) transformation and domain decomposition technique has been used here to perform the numerical simulation of 3-D seepage flow of several alternatives. According to the results and analysis, some conclusions were made, which provide a useful basis for the project design with reliable safety and economy.
机译:本文介绍了贡博霞水电站3-D渗流的数值模拟。龚伯霞水电项目是位于中国青海省黄河的大型多功能水电项目,总装机容量为1500MW,由出水工程,大坝,水电系统进水口,低位出水口组成。以及混凝土截留等。物理渗流空间非常大。它的边界使得上游边界取自大坝轴线上游480m。下游取水坝轴线下游900m。最低的底部边界取自海拔高度。 1800m处的左边界是在溢洪道左壁外侧200m处,右边界是在混凝土防渗墙右端以外100m处。考虑到项目布局和渗流空间的复杂性,以及渗流控制措施的多样性,这里使用边界拟合曲线坐标(BFCC)变换和域分解技术来进行3-的数值模拟。 D渗流的几种选择。根据结果​​和分析,得出了一些结论,为可靠,安全,经济的项目设计提供了有益的依据。

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