摘要
合理有效的调度方式对大型输水渠道的安全高效运行具有十分重要的意义。本文从减小渠道调控影响范围出发,提出了区间调度的概念。同时以南水北调中线总干渠为例,建立了适用于长距离复杂内边界的一维非恒定流数学模型,并按照闸前常水位的运行方式,在一定闸前水位变幅下对"顺序"和"交替"两种区间调度模式进行了模拟计算。分析比较了不同模式下影响渠道安全稳定输水的重要参数,结果表明区间调度能够控制波动影响范围,减少参与调节的节制闸个数,可以作为大型输水渠道调度运行的有效方法,并给出了较优的区间调度方式。
Effective scheduling is crucial to the operation of a large water transfer channel. To reduce the scope of negative influences by channel regulation, we developed a new concept called partition schedule. In this work, the South-to-North Water Transfer Project (SNWTP) was taken as a case study. We adopted a downstream control method and developed a 1-D unsteady flow model to study two partition schedules: a sequential schedule and an alternative schedule under certain maximum amplitude of water level. This paper presents the simulation results and determines the key factors of great influence on the system's safety and stability. Results show that partition schedule is effective for operation and control of large transfer channel and it reduces wave influencing scope and number of control gates required. Optimal partition schedules are also presented.
出处
《水力发电学报》
EI
CSCD
北大核心
2014年第2期116-121,共6页
Journal of Hydroelectric Engineering
基金
国家自然科学基金青年科学基金(51109079)
中央高校基本科研业务费专项资金资助(11QG15)
关键词
渠道水力学
区间调度
数值模拟
分水口
南水北调中线工程
channel hydraulics
partition schedule
numerical simulation
flow diversions
the middle route of South-to-North Water Transfer Project