高重力坝挑坎体型及水力特性对比
作者:
作者单位:

(天津大学水利工程仿真与安全国家重点实验室,天津300350 )

作者简介:

马斌(1979—),男,副教授,博士,主要从事高坝泄洪消能安全研究。E-mail:mabin97@tju.edu.cn

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中图分类号:

TV653+.3

基金项目:

国家重点研发计划(2016YFC0401705);国家自然科学基金(51779167,51809194)


Comparison of flip bucket shapes and hydraulic characteristics of a high gravity dam
Author:
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(State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300350,China)

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    摘要:

    基于水工模型试验方法,利用几何比尺为60的黄河古贤水利枢纽水工模型,研究了连续式、窄缝式、差动式、燕尾式、直边窄缝燕尾式及曲面窄缝燕尾式共6种体型挑坎的水舌特性及水垫塘底板的压强特性。结果表明:连续式挑坎水舌呈连续且集中的形态;当挑角为30°时,窄缝式挑坎并未呈现纵向拉伸的水舌形态,内外缘挑距大,入水宽度小,冲击压强与脉动强度较大;差动式挑坎水舌呈现分层分股的形态特征,入水宽度变大,冲击压强与脉动强度减小;燕尾式挑坎水舌纵向呈扫帚状,水舌面积增大,在空中扩散、掺气、摩擦消散充分,入水宽度大大增加,沿程时均压强未出现冲击压强且脉动强度最大值比连续式、窄缝式及差动式挑坎分别降低59.5%、69.8%和39.4%;曲面窄缝燕尾式挑坎横向收缩与纵向拉伸效果比直边窄缝燕尾式挑坎好,且横向收缩有利于近坝区水体紊动及削弱二道坝区水体紊动;燕尾式挑坎有利于水垫塘底板稳定和下游消能防冲,对于类似高重力坝挑坎体型选择具有一定参考价值。

    Abstract:

    Based on the hydraulic model test method, using the hydraulic model of the Yellow River Guxian Water Control Project with a geometric scale of 60, the characteristics of water jet and the pressure characteristics at the floor of the plunge pool of six flip bucket shapes were studied, including continuous, narrow-slit, differential, dovetail, straight edge narrow-slit dovetail and curved narrow-slit dovetail shapes. The experimental results show that the continuous flip bucket water jet has a continuous and concentrated form.The narrow-slit flip bucket of a 30° jet angle does not show a longitudinally stretched water jet shape, with a large internal and external edge trajectory distance and a small water inlet width, and the impact pressure and the fluctuating pressure intensity are larger. The differential flip bucket water jet presents the morphological characteristics of stratified and split strands, the water inlet width becomes larger, and the impact pressure and fluctuating pressure intensity are reduced. The dovetail flip bucket water jet is longitudinally shaped like a broom. The water jet has a large diffusion area, and diffuses, aerates, and dissipates friction fully in the air with a greatly increased water inlet width. No impact pressure occurs in the time-averaged pressure, and the maximum fluctuating pressure intensity is reduced by 59.5%, 69.8%, and 39.4%, respectively, compared with the continuous, narrow-slit and differential flip buckets. The horizontal contraction and longitudinal stretching effects of the curved narrow-slit dovetail flip bucket is better than that of the straight-sided narrow-slit dovetail flip bucket, and the lateral contraction is conducive to the turbulence of the water near the dam and weakens the turbulence of the water in the second dam area. The dovetail flip bucket is conducive to the stability of the plunge pool floor and the downstream energy dissipation and erosion prevention. It has certain reference value in flip bucket shape selection for similar high gravity dams. Keywords: gravity dam; ski-jump energy dissipation; flip bucket shape; water jet characteristics; time-averaged pressure; fluctuating pressure 〖FL

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引用本文

马斌,王宇航,缑文娟,等.高重力坝挑坎体型及水力特性对比[J].水利水电科技进展,2022,42(5):71-77.(MA Bin, WANG Yuhang, GOU Wenjuan, et al. Comparison of flip bucket shapes and hydraulic characteristics of a high gravity dam[J]. Advances in Science and Technology of Water Resources,2022,42(5):71-77.(in Chinese))

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  • 收稿日期:2021-07-22
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  • 在线发布日期: 2022-09-08
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