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河床式水电站厂房结构的地震响应分析方法
  • ISSN号:1672-1683
  • 期刊名称:《南水北调与水利科技》
  • 时间:0
  • 分类:O613.62[理学—无机化学;理学—化学] TV143[水利工程—水力学及河流动力学]
  • 作者机构:[1]State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China, [2]State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
  • 相关基金:This work was supported by the National Natural Science Foundation of China (Grant Nos. 51279124, 51021004, 51009105).
中文摘要:

A theoretical model for river evolution including riverbed formation and meandering pattern formation is presented in this paper.Based on nonlinear mathematic theory,the nonlinear river dynamic theory is set up for river dynamic process.Its core content includes the stability and tropism characteristics of flow motion in river and river selves’ evolution.The stability of river dynamic process depends on the response of river selves to the external disturbance,if the disturbance and the resulting response will eventually attenuate,and the river dynamics process can be restored to new equilibrium state,the river dynamic process is known as stable;otherwise,the river dynamic process is unstable.The river dynamic process tropism refers to that the evolution tendency of river morphology after the disturbance.As an application of this theory,the dynamical stability of the constant curvature river bend is calculated for its coherent vortex disturbance and response.In addition,this paper discusses the nonlinear evolution of the river peristaltic process under a large-scale disturbance,showing the nonlinear tendency of river dynamic processes,such as river filtering and butterfly effect.

英文摘要:

A theoretical model for river evolution including riverbed formation and meandering pattern formation is presented in this paper.Based on nonlinear mathematic theory,the nonlinear river dynamic theory is set up for river dynamic process.Its core content includes the stability and tropism characteristics of flow motion in river and river selves' evolution.The stability of river dynamic process depends on the response of river selves to the external disturbance,if the disturbance and the resulting response will eventually attenuate,and the river dynamics process can be restored to new equilibrium state,the river dynamic process is known as stable;otherwise,the river dynamic process is unstable.The river dynamic process tropism refers to that the evolution tendency of river morphology after the disturbance.As an application of this theory,the dynamical stability of the constant curvature river bend is calculated for its coherent vortex disturbance and response.In addition,this paper discusses the nonlinear evolution of the river peristaltic process under a large-scale disturbance,showing the nonlinear tendency of river dynamic processes,such as river filtering and butterfly effect.

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期刊信息
  • 《南水北调与水利科技》
  • 中国科技核心期刊
  • 主管单位:河北省南水北调工程建设委员会办公室
  • 主办单位:河北省水利科学研究院
  • 主编:马静(执行)
  • 地址:石家庄市泰华街310号
  • 邮编:050057
  • 邮箱:nsbdqk@263.net
  • 电话:0311-85020535
  • 国际标准刊号:ISSN:1672-1683
  • 国内统一刊号:ISSN:13-1334/TV
  • 邮发代号:18-191
  • 获奖情况:
  • 全国中文核心期刊,2010-2011年度河北省科技类“...,第2届北方优秀期刊,2004-2005年度,2006-2007年度,2008-2009年度连续三届河北省优秀期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),中国中国科技核心期刊,中国北大核心期刊(2011版),中国北大核心期刊(2014版)
  • 被引量:7681