水力发电学报2025，Vol.44Issue(6)：22-31,10.DOI:10.11660/slfdxb.20250603
高位水池动态耦合影响下的泵站前池涌浪分析
Analysis of surges in pump station forebay under the influence of dynamic coupling of high water pool
摘要
Abstract
During hydraulic transition,the highest water level in a pump station forebay determines its design top elevation,and the lowest determines its design bottom elevation.If the designs are not correct,it will overflow or be empty.Determining its extreme water levels is crucial to ensuring the station's safe operation for the water supply project.Based on the KBM method,this paper derives explicit formulas for calculating the forebay's extreme water levels through solving a nonlinear dynamic equation that describes the variations in its water level in a long-distance water supply system.We verify the accuracy of these formulas using numerical calculations,and conduct a sensitivity analysis.The results show that relative to the MOC numerical simulations,the error is less than 1.0%for the highest level formula,and less than 2.5%for the lowest level formula.These formulas have simple forms and are convenient for engineering design.关键词
高位水池/泵站前池/KBM渐进法/涌浪极值/供水系统Key words
high water pool/pump station forebay/KBM asymptotic method/extreme water levels/water supply system分类
水利科学引用本文复制引用
李雨晴,张健,俞晓东,陈胜,仇为鑫..高位水池动态耦合影响下的泵站前池涌浪分析[J].水力发电学报,2025,44(6):22-31,10.基金项目
国家自然科学基金面上项目(52379087) （52379087）
