西伯利亚典型溢洪道冻融物理模拟与温度场分析
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Freeze-thaw physical simulation and temperature field analysis of typical spillway in Siberia
  • 作者:鲁道夫·弗拉基米罗维奇·张 ; 戴长雷 ; 李卉玉 ; 王羽
  • 英文作者:Rudolf Vladimirovich Zhang;DAI Changlei;LI Huiyu;WANG Yu;Melnikov Permafrost Institute Siberia Branch of the Russian Academy of Sciences;Institute of Groundwater in Cold Region, Heilongjiang University;School of Hydraulic & Electric-power, Heilongjiang University;Sino-Russia Joint Lab of Hydrology & Hydraulic Engineering in Cold Regions,Heilongjiang University;Heilongjiang province academy of cold area building research;
  • 关键词:溢洪道 ; 温度场 ; 物理模型 ; 寒区 ; 西伯利亚
  • 英文关键词:Spillway;;temperature field;;physical model;;cold regions;;Siberia
  • 中文刊名:SLTD
  • 英文刊名:Hydro Science and Cold Zone Engineering
  • 机构:俄罗斯科学院西伯利亚分院麦尔尼科夫冻土研究所;黑龙江大学寒区地下水研究所;黑龙江大学水利电力学院;黑龙江大学中俄寒区水文和水利工程联合实验室;黑龙江省寒地建筑科学研究院;
  • 出版日期:2019-07-30
  • 出版单位:水利科学与寒区工程
  • 年:2019
  • 期:v.2
  • 基金:冻土工程国家重点实验室开放基金(SKLFSE201310);; 黑龙江省水利科技项目(201401)
  • 语种:中文;
  • 页:SLTD201904014
  • 页数:6
  • CN:04
  • ISSN:23-1605/TV
  • 分类号:59-64
摘要
为了更加清晰的把握寒区溢洪道的稳定情况,由俄罗斯西伯利亚分院麦尔尼科夫冻土研究所的工程建设实验室、冰川中心工程实验室和中国科学院地质研究所联合开展研究,通过冻融物理模拟与建立温度模型的方法,指出土壤和防渗帷幕的斜面上存在压力;证实了溢洪道侧墙与土壤边界发生土壤剥落假设和冰层形成的假设;根据气候条件和地质条件,工程北部、工程主体、工程南部温度达到稳定状态的时间分别为8~14 a、15~21 a、21~43 a。
        In order to grasp the stability of the spillway in the cold area more clearly, the engineering construction laboratory of the Melnikov Frozen Soil Research Institute of the Siberian Branch of Russia, the Glacier Center Engineering Laboratory and the Institute of Geology of the Chinese Academy of Sciences conducted joint research to build the temperature field analysis method through the freeze-thaw physical simulation. Three main conclusions were drawn from the analysis and simulation results. Firstly, pressure exists on the slope between the soil and the anti-seepage curtain. Secondly, the assumption of soil spalling and ice formation on the boundary between the side wall of the spillway and the soil. Lastly, according to climatic conditions and geological conditions, the northern part of the project, the main body of the project, and the southern part of the project reached a steady temperature need 8~14 years, 15~21 years, and 21~43 years, respectively..
引文
[1] Чжан Р.В.Проектирование,строительство и эксплуатация гидротехнических сооружений низкого напора в криолитозоне[M].Якутск:Изд-во ИМЗ СО РАН,2000:159-160.
    [2] Чжан Р В.Грунтовые плотины Якутии[M].Якутск:Изд-во ИМЗ СО РАН,1983,61-62.
    [3] Zhang RV,Zhu Linnan,Zhang Changqing.Field studies of the dynamics of temperature regime,pressure and soil deformations around the reinforced concrete spillway under central Yakutia conditions [C]// Cold Regions Engineering— International Symposium Proceedings.Harbin:Harbin Cartongraphic Publising House,1996:22-24.
    [4] Чжан Р В.Исследование теплового режима низконапорных земляных плотин лиманного орошения в условиях Центральной Якутии[D].Москва:1977.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700