期刊文献+

天津市滨海新区地面沉降经济损失评估 被引量:4

Assessment of the Economic Losses Induced by Land Subsidence in Tianjin Binhai New Area
下载PDF
导出
摘要 鉴于地面沉降演化的地质系统渐变性特征,从主要致灾因子考虑建立地面沉降数值模型。基于情景分析设计3种地下水开采方案:方案一,保持2007年抽水条件不变;方案二,以2007年实际开采量为基准逐年递减2%;方案三,南水北调水源逐步替换地下水开采,到最后完全替换地下水源;编译计算机程序预测地下水位动态变化过程中的地面沉降值。在此基础上,以分部门统计分析为原则,把地面沉降灾害经济损失分为23个小类;综合运用终值法、影子工程法、重置成本法、工程费用法、灾情比较法、间接损失与直接损失比例法和权重分解法等评估方法,计算不同情景下的地面沉降损失。2007-2020年,在最不利、适中和最理想3种情景下天津市滨海新区最大累计沉降量分别达640 mm5、20 mm和150 mm;地面沉降损失分别达122.21×108元、80.71×108元和43.32×108元。 Different from sudden disasters, land subsidence is a slow-onset geohazard and accumulated over years. In terms of the main causing factor, the numerical model of land subsidence was established. With three groundwater extraction scenarios, the computer program was compiled to predict the land subsidence in the process of dynamic changes of groundwater level. Maintaining the same condition of groundwater exploitation in 2007 (Scenario 1 ), from 2007 to 2020, the maximum accumulative subsidence in Tianjin Binhai New Area (TBNA) will be 640mm and the average accumulative subsidence will be 268mm. With 2% decrease in groundwater exploitation year by year (Scenario 2), the maximum accumulative subsidence will be 520mm and the average accumulative subsidence will be 177mm. With the water from South-to-North Water Transfer Project replacing groundwater exploitation completely (Scenario 3), the maximum accumulative subsidence will be 150mm and the average accumulative subsidence will be 95mm. The economic losses caused by land subsidence were sorted into 23 classifications. From 2007 - 2020, the economic losses in TBNA were evaluated according to the evaluating methods of future value method, engineering cost method, shadow engineering method, replacement cost method, disaster comparison method, proportional method of indirect and direct comparison, and weight method, etc. As the result of the evaluation, the loss induced by land subsidence under Scenario 1, Scenario 2 and Scenario 3 will be 122.21 ×10^8 yuan RMB, 80.71 ×10^8 yuan RMB, and 43.32×10^8 yuan RMB respectively.
出处 《中国人口·资源与环境》 CSSCI 北大核心 2010年第8期154-158,共5页 China Population,Resources and Environment
基金 国家自然科学基金重点项目(No.40730526) 国家自然科学基金项目(No.70703010) 天津师范大学博士基金(No.52X09019)资助
关键词 地面沉降 情景分析 经济损失 天津市滨海新区 land subsidence scenario analysis economic losses Tianjin Binhai New Area
  • 相关文献

参考文献13

  • 1胡蓓蓓,姜衍祥,周俊,王军,许世远.天津市滨海地区地面沉降灾害风险评估与区划[J].地理科学,2008,28(5):693-697. 被引量:40
  • 2天津市统计局.天津市统计年鉴2008[M].北京:中国统计出版社,2008;480-509.
  • 3周俊,杨建图,陆阳,韦劲松,胡蓓蓓.基于情景分析的天津市滨海新区地面沉降预测[J].地质灾害与环境保护,2010,21(1):92-96. 被引量:4
  • 4Hennan Kahn, Anthony Wiener, Hudson Institute. The Year 2000: a Framework for Srcculation on the Next Thirty-three Years [ M ]. New York: Macmillan. 1967.
  • 5McBumey P, Parsons S. Chance Discovery and Scenario Analysis [J]. New Generation Computing, 2003, 21(1) : 13 - 22.
  • 6Marshall N, Grady B. Travel Demand Modeling for Regional Visioning and Scenario Analysis. Transportation Research Record ( 1921 ). 2005.
  • 7Lopez-Baldovin M J, Gutierrez-Maitin C, Berbel J. Multicriteria and Multiperiod Programming for Scenario Analysis in Guadalquivir River Irrigated Farming [ J ]. Journal of the Operational Research Society, 2006, 57(5) :499 - 509.
  • 8Wei Y M, Liang Q M, Fan Y. A Scenario Analysis of Energy Requirements and Energy Intensity for China' s Rapidly Developing Society in the Year 2020 [ J ]. Technological Forecasting and Social Change, 2006, 73 (4):405-421.
  • 9EERI. Guidelines for Developing an Earthquake Scenario [ R]. Report of Endowment Fund of the Earthquake Engineering Research Institute and FEMA. 2006.
  • 10J.- U. Kluge 1, L. Mualchin, G.F. Panza. A Scenario-based Procedure for Seismic Risk Analysis [J]. Engineering Geology, 2006, 88(1 - 2) : 1 - 22.

二级参考文献49

共引文献62

同被引文献33

引证文献4

二级引证文献28

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部