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我国特高拱坝坝身泄洪消能技术研究与应用
引用本文:段文刚,胡晗,侯冬梅. 我国特高拱坝坝身泄洪消能技术研究与应用[J]. 长江科学院院报, 2021, 38(10): 93-98. DOI: 10.11988/ckyyb.20210549
作者姓名:段文刚  胡晗  侯冬梅
作者单位:长江科学院 水力学研究所,武汉 430010
基金项目: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)
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...

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
收稿时间:2021-06-04
修稿时间:2021-07-16

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. Research and Application of Flood Discharge and Energy Dissipation Technology for Super-high Arch Dam in China[J]. Journal of Yangtze River Scientific Research Institute, 2021, 38(10): 93-98. DOI: 10.11988/ckyyb.20210549
Authors:DUAN Wen-gang  HU Han  HOU Dong-mei
Affiliation:Hydraulics Department, Yangtze River Scientific Research Institute, Wuhan 430010, China
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.
Keywords: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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