长江科学院院报 ›› 2021, Vol. 38 ›› Issue (10): 93-98.DOI: 10.11988/ckyyb.20210549

• 水力学 • 上一篇    下一篇

我国特高拱坝坝身泄洪消能技术研究与应用

段文刚, 胡晗, 侯冬梅   

  1. 长江科学院 水力学研究所,武汉 430010
  • 收稿日期:2021-06-04 修回日期:2021-07-16 出版日期:2021-10-01 发布日期:2021-10-15
  • 作者简介:段文刚(1972-),男,河南南召人,正高级工程师,硕士,主要从事水力学研究。E-mail:ckydwg@163.com
  • 基金资助:
    国家重点研发计划项目(2016YFC0401904);国家自然科学基金项目(51879013);中央级公益性科研院所基本科研业务费专项(CKSF2019394/GC)

Research and Application of Flood Discharge and Energy Dissipation Technology for Super-high Arch Dam in China

DUAN Wen-gang, HU Han, HOU Dong-mei   

  1. Hydraulics Department, Yangtze River Scientific Research Institute, Wuhan 430010, China
  • Received:2021-06-04 Revised:2021-07-16 Online:2021-10-01 Published:2021-10-15

摘要: 高坝泄洪伴随着能量的传递和释放,时至今日泄水建筑物遭受破坏的实例仍屡见不鲜,高坝泄洪消能是坝工建设与运行的关键技术之一。以2000年以来国内新建的11座特高拱坝(坝高≥200 m)为主要考察对象,其泄洪消能布置和水力指标均居世界前列。在系统总结探讨水垫塘消能评价指标、孔口体型、泄洪消能布置和水力特性的基础上,重点阐明坝身消能的3种典型创新模式:水舌碰撞的二滩模式、水舌不碰撞的锦屏一级模式、水舌碰撞与不碰撞结合的旭龙模式。研究思路和工程应用逐渐从“泄洪消能工程安全”向“泄洪消能工程安全与减轻岸坡泄洪雾化并重”转变,且水垫塘冲击动水压力均<15×9.81 kPa(标准限值)。近20 a特高拱坝建设快速发展极大地推动了该领域的技术进步和泄洪消能模式创新。建议开展复杂边界数值模拟研发、高坝泄洪TDG(总溶解气体)生成与释放过程研究等。

关键词: 特高拱坝, 泄洪消能, 水垫塘冲击压力, 水舌碰撞, 水舌不碰撞, 泄洪雾化

Abstract: The flood discharge of high dam is accompanied by the transmission and release of energy. Up to now, examples of damage to discharge structures are still common. The flood discharge and energy dissipation of high dam is one of the key technologies for dam construction and operation. Eleven newly-built super-high arch dams with heights larger than 200 m in China since 2000 are taken as the main research objects. The layout of flood discharge and energy dissipation and hydraulic indexes of these super-high dams are among the top in the world. We systematically summarized their energy dissipation evaluation indexes, orifice shapes, flood discharge and energy dissipation layouts and hydraulic characteristics of plunge pool. On this basis, we further expounded three typical innovative modes of energy dissipation of dam body: Ertan mode with jets collided, Jinping mode with jets not collided, and Xulong mode with a combination of jets both collided and not collided. The research priority route and engineering application gradually changed from flood discharge and energy dissipation safety to the safety of flood discharge and the reduction of the atomization of bank slope, with the dynamic pressure in plunge pool smaller than 15×9.81 kPa(standard limit). The rapid development of super-high arch dam construction in the recent two decades has greatly promoted the technological progress and the innovation of flood discharge and energy dissipation mode in this field. We suggest further strengthen the research and development on numerical simulation of complex boundary and the research on the generation and release process of TDG for high dam flood discharge.

Key words: super-high arch dam, flood discharging energy dissipation, dynamic pressure in plunge pool, jets collision, jets non-collision, flood discharge atomization

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