首页|溢洪道台阶式溢流设计下水力消能特征研究

溢洪道台阶式溢流设计下水力消能特征研究

扫码查看
基于出水洞水库溢流台阶的异形交错设计,探讨溢流面流速、压强等水力特征,并分析了溢洪道消能特征.研究表明,异形交错台阶设计下的沿程流速变化不受泄流量影响,峰、谷值流速断面一致;溢流段设计异形交错台阶,有助于在溢流段聚集较高动水势能.同时,异形交错台阶设计下双侧具有负压特征,紊动能分布水平亦较高,以异形台阶数量为4级时最高;无异形交错台阶设计下压强水平较高,变幅较低,紊动能、消能率均低于异形交错台阶方案.结合溢流面泄流消能现状考虑,设计异形交错台阶较合理,结果可为研究台阶式溢洪道溢流面体型设计提供参考.
Characteristics of Hydraulic Energy Dissipation under Stepped Overflow Design of Spillway
Based on the special-shaped staggered design of the overflow steps of the outflow tunnel reservoir,the hydraulic characteristics such as flow velocity and pressure of the overflow surface were discussed,and the energy dissipation characteristics of the spillway were analyzed.The research showed that the variation of flow velocity along the path under the irregular staggered step scheme was not affected by the discharge,and the peak and valley flow velocity sections were consistent;the overflow section designed with special-shaped staggered steps was helpful to gathering the high hydrodynamic potential energy in the overflow section.At the same time,in the irregular staggered step scheme,there was a negative pressure characteristic on both sides,and the distribution level of turbulent kinetic energy was also high,with the highest number of irregular steps being 4;in the non irregular staggered step scheme,the pressure level was higher,the amplitude of variation was lower,and the turbulent kinetic energy and energy dissipation rate were lower than those in the irregular staggered step scheme.Considering the current situation of discharge and energy dissipation on the overflow surface,it was more reasonable to design special-shaped staggered steps.This paper can provide a reference for studying the shape design of stepped spillway overflow surface.

reservoirspillwayoverflow stephydraulic characteristics

张杰

展开 >

江苏省水利工程科技咨询股份有限公司,江苏 南京 210029

水库 溢洪道 溢流台阶 水力特性

2024

海河水利
水利部海河水利委员会

海河水利

影响因子:0.21
ISSN:1004-7328
年,卷(期):2024.(1)
  • 10