人民长江
• 论文 • 上一篇 下一篇
吕剑, 田友文
出版日期:
发布日期:
LU Jian, TIAN Youwen
Online:
Published:
摘要: 贵州省德江县新坑水电站双曲拱坝建在不对称“V”形狭谷中,经过圆弧形、抛物线和对数螺旋线双曲拱坝的技术经济比较,最终择优选择了等厚抛物线双曲拱坝。有闸控制溢洪道采用半圆城门拱支撑、闸孔收缩、闸墩等厚呈径向的布置形式,使坝体结构得到全面优化。上述优化使拱坝结构的特点得以充分发挥,溢洪道布置适应地形条件好,工程投资大大降低。对大坝体形选择、体形设计和溢洪道结构设计作了详细叙述,可为在泄流量大、河谷狭窄的地形建设拱坝提供借鉴。
关键词: 体型设计, 抛物线双曲拱坝, 闸孔收缩, 新坑水电站
Abstract: Xinkeng double-curved arch dam is located in the asymmetric "V" shaped valley in Dejiang County, Guizhou Province. Through technical and economic selection among the arc, parabola, logarithmic spiral double curvature arch dams, the parabolic double-curvature arch dam with equal-thickness was adopted. The spillway with gate controlling is characterized as U-shaped gate support, narrowing sluice hole and equal thickness sluice piers with radial collocation. This optimized layout can fully play the arch structure advantage, and gives the spillway a good adaption to the terrain, greatly reducing the engineering investment. We give a detailed description to the dam body shape selection, shape design and spillway structure design, which provides experiences for building arc dam in narrow river valley with large flood discharge.
Key words: shape design, parabolic double curvature arch dam, gate shrinkage, Xinkeng Hydropower Station
吕剑, 田友文. 新坑水电站抛物线双曲拱坝设计[J]. 人民长江, doi: 10.16232/j.cnki.1001-4179.2017.10.014.
LU Jian, TIAN Youwen. Optimization design of parabolic double-curved arch dam of Xinkeng Hydropower Station[J]. , doi: 10.16232/j.cnki.1001-4179.2017.10.014.
0 / / 推荐
导出引用管理器 EndNote|Ris|BibTeX
链接本文: http://www.rmcjzz.com/CN/10.16232/j.cnki.1001-4179.2017.10.014
http://www.rmcjzz.com/CN/Y2017/V48/I10/65