Volume 42 Issue 1
Jan.  2023
Turn off MathJax
Article Contents
Liu He, Luo Yong, Lei Kunchao, Cui Wenjun, Qi Minghuan, Zhao Long, Kong Xiangru. Evolution of land subsidence and comparative study on multi-source monitoring methods in New Airlines City of Beijing[J]. Bulletin of Geological Science and Technology, 2023, 42(1): 398-406. doi: 10.19509/j.cnki.dzkq.tb20210456
Citation: Liu He, Luo Yong, Lei Kunchao, Cui Wenjun, Qi Minghuan, Zhao Long, Kong Xiangru. Evolution of land subsidence and comparative study on multi-source monitoring methods in New Airlines City of Beijing[J]. Bulletin of Geological Science and Technology, 2023, 42(1): 398-406. doi: 10.19509/j.cnki.dzkq.tb20210456

Evolution of land subsidence and comparative study on multi-source monitoring methods in New Airlines City of Beijing

doi: 10.19509/j.cnki.dzkq.tb20210456
  • Received Date: 29 Jul 2021
  • To reveal the evolution law of land subsidence in the New Airlines City of Beijing, the characteristics of land subsidence in this area are analyzed by combining bedrock standard-layered standard and leveling survey, and the comparative study and evaluation are carried out with different monitoring methods. The results show that: ①In recent ten years, the amount and proportion of subsidence in the shallow stratum of the Xinhangcheng area are smaller and smaller, the proportion of subsidence decreased from 67.62% in 2009 to 19.69% in 2019, while the amount and proportion of subsidence in the middle stratum and deep stratum are increasing with time, the proportion of middle stratum subsidence increased from 21.39% in 2009 to 35.83% in 2019, and the proportion of deep stratum subsidence increased from 10.99% in 2009 to 44.48% in 2019;the water level of the shallow aquifer changes periodically, while that of the middle stratum and deep aquifer decreases continuously, the strata continue to compress in the periodic change of water level. ②According to the results of the level survey and groundwater dynamic monitoring over the years, the accumulated settlement from north to south in the research area gradually decreases. After fitting the data of land subsidence and groundwater level, it is found that there is a certain correlation between them, the correlation increases with the increase of water level drop, and there is a positive correlation between them. ③The error value of the static leveling system of bedrock standard layered standard and artificial leveling system after mutual correction of the same monitoring point and different depth data is very close, which conforms to the normal distribution law, and the correlation coefficient of monitoring data of different depth is 0.993 6; comparing the two methods has advantages and disadvantages, it is suggested to obtain the settlement information and data in many aspects based on the actual situation, to meet the regional requirements different demands of the monitoring and prevention of the grade land subsidence.

     

  • loading
  • [1]
    刘明坤, 贾三满, 褚宏亮. 北京市地面沉降监测系统及技术方法[J]. 地质与资源, 2012, 21(2): 244-249. doi: 10.3969/j.issn.1671-1947.2012.02.012

    Liu M K, Jia S M, Chu H L. Land subsidence monitoring system and technical method in Beijing[J]. Geology and Resources, 2012, 21(2): 244-249(in Chinese with English abstract). doi: 10.3969/j.issn.1671-1947.2012.02.012
    [2]
    雷坤超, 马凤山, 罗勇, 等. 北京平原区地面沉降水准监测网参考基准稳定性研究[J]. 地球物理学进展, 2019, 34(5): 1757-1769. https://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ201905008.htm

    Lei K C, Ma F S, Luo Y, et al. Study on stability of reference datum of land subsidence leveling monitoring network in Beijing Plain[J]. Advances in Geophysics, 2019, 34(5): 1757-1769(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DQWJ201905008.htm
    [3]
    雷坤超, 罗勇, 陈蓓蓓, 等. 北京平原区地面沉降分布特征及影响因素[J]. 中国地质, 2016, 43(6): 2216-2228. https://www.cnki.com.cn/Article/CJFDTOTAL-DIZI201606029.htm

    Lei K C, Luo Y, Chen B B, et al. Distribution characteristics and influencing factors of land subsidence in Beijing Plain[J]. Chinese Geology, 2016, 43(6): 2216-2228(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DIZI201606029.htm
    [4]
    成建梅, 柳璨, 李敏敏, 等. 城市化进程下北京平原渗流场与地面沉降发展演化模拟[J]. 地质科技通报, 2020, 39(1): 43-52. doi: 10.19509/j.cnki.dzkq.2020.0105

    Cheng J M, Liu C, Li M M, et al. Simulation of development and evolution of seepage field and land subsidence in Beijing Plain under the process of urbanization[J]. Bulletin of Geological Science and Technology, 2020, 39(1): 43-52(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2020.0105
    [5]
    田芳, 罗勇, 周毅, 等. 北京地面沉降与地下水开采时空演变对比[J]. 南水北调与水利科技, 2017, 15(2): 163-169. https://www.cnki.com.cn/Article/CJFDTOTAL-NSBD201702025.htm

    Tian F, Luo Y, Zhou Y, et al. Comparison of temporal and spatial evolution between land subsidence and groundwater exploitation in Beijing[J]. South to North Water Transfer and Water Conservancy Technology, 2017, 15(2): 163-169(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-NSBD201702025.htm
    [6]
    杨艳, 王荣, 罗勇. 北京典型地面沉降区土体压缩特征研究[J]. 现代地质, 2016, 30(3): 716-722. doi: 10.3969/j.issn.1000-8527.2016.03.023

    Yang Y, Wang R, Luo Y, et al. Study on soil compression characteristics in typical land subsidence area of Beijing[J]. Modern Geology, 2016, 30(3): 716-722(in Chinese with English abstract). doi: 10.3969/j.issn.1000-8527.2016.03.023
    [7]
    于海若, 宫辉力, 陈蓓蓓, 等. 京津冀地区地面沉降研究进展与思考[J]. 测绘科学, 2020, 45(4): 125-133, 141. https://www.cnki.com.cn/Article/CJFDTOTAL-CHKD202004019.htm

    Yu H R, Gong H L, Chen B B, et al. Research progress and thinking on land subsidence in Beijing Tianjin Hebei region[J]. Science of Surveying and Mapping, 2020, 45(4): 125-133, 141(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-CHKD202004019.htm
    [8]
    刘立, 李长安, 高俊华, 等. 基于北斗与InSAR的地质灾害监测关键问题探讨[J]. 地质科技情报, 2019, 38(6): 141-149. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201906017.htm

    Liu L, Li C A, Gao J H, et al. Discussion on key problems of geological disaster monitoring based on Beidou and InSAR[J]. Geological Science and Technology Information, 2019, 38(6): 141-149(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201906017.htm
    [9]
    周春梅, 王勇, 程月. 武汉地区盾构穿过粉细砂层时地表沉降规律分析及施工参数优化[J]. 地质科技情报, 2018, 37(5): 222-228. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201805031.htm

    Zhou C M, Wang Y, Cheng Y, et al. Analysis of ground settlement law and optimization of construction parameters when shield passes through silty fine sand layer in Wuhan[J]. Geological Science and Technology Information, 2018, 37(5): 222-228(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201805031.htm
    [10]
    贾三满, 王海刚, 赵守生, 等. 北京地面沉降机理研究初探[J]. 城市地质, 2007, 2(1): 20-27. https://www.cnki.com.cn/Article/CJFDTOTAL-CSDZ200701005.htm

    Jia S M, Wang H G, Zhao S H, et al. Preliminary study on the mechanism of land subsidence in Beijing[J]. Urban Geology, 2007, 2(1): 20-27(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-CSDZ200701005.htm
    [11]
    刘予, 叶超, 贾三满. 北京市平原地面沉降区含水岩组和可压缩层划分[J]. 城市地质, 2007, 2(1): 10-15. https://www.cnki.com.cn/Article/CJFDTOTAL-CSDZ200701003.htm

    Liu Y, Ye C, Jia S M, et al. Division of water bearing rock formation and compressible layer in plain land subsidence area of Beijing[J]. Urban Geology, 2007, 2(1): 10-15(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-CSDZ200701003.htm
    [12]
    张云, 薛禹群, 叶淑君, 等. 地下水位变化模式下含水砂层变形特征及上海地面沉降特征分析[J]. 中国地质灾害与防治学报, 2006, 17(3): 103-108. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH200603026.htm

    Zhang Y, Xue Y Q, Ye S J, et al. Analysis of deformation characteristics of water bearing sand layer and land subsidence characteristics in Shanghai under groundwater level change mode[J]. Chinese Journal of Geological Hazards and Prevention, 2006, 17(3): 103-108(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH200603026.htm
    [13]
    施小清, 薛禹群, 吴吉春, 等. 常州地区含水层系统土层压缩变形特征研究[J]. 水文地质工程地质, 2006(3): 1-6. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200603000.htm

    Shi X Q, Xue Y Q, Wu J C H, et al. Study on soil layer compression deformation characteristics of aquifer system in Changzhou area[J]. Hydrogeology and Engineering Geology, 2006(3): 1-6(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200603000.htm
    [14]
    魏子新. 上海市第四承压含水层应力-应变分析[J]. 水文地质工程地质, 2002(5): 1-4. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200201000.htm

    Wei Z X. Stress-strain analysis of the fourth confined aquifer in Shanghai[J]. Hydrogeology and Engineering Geology, 2002(5): 1-4(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200201000.htm
    [15]
    贺国平, 周东, 杨忠山, 等. 北京市平原区地下水资源开采现状及评价[J]. 水文地质工程地质, 2005(2): 45-48. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200502009.htm

    He G P, Zhou D, Yang Z S, et al. Exploitation status and evaluation of groundwater resources in plain area of Beijing[J]. Hydrogeology and Engineering Geology, 2005(2): 45-48(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200502009.htm
    [16]
    杨艳, 贾三满, 王海刚. 北京平原区地面沉降现状及发展趋势分析[J]. 上海地质, 2010, 30(4): 23-28. https://www.cnki.com.cn/Article/CJFDTOTAL-SHAD201004007.htm

    Yang Y, Jia S M, Wang H G. Analysis on present situation and development trend of land subsidence in Beijing Plain[J]. Shanghai Geology, 2010, 30(4): 23-28(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SHAD201004007.htm
    [17]
    薛禹群, 张云, 叶淑君, 等. 我国地面沉降若干问题研究[J]. 高校地质学报, 2006, 12(2): 153-160. https://www.cnki.com.cn/Article/CJFDTOTAL-GXDX200602000.htm

    Xue Y Q, Zhang Y, Ye S J, et al. Study on some problems of land subsidence in China[J]. Journal of Geology of Colleges and Universities, 2006, 12(2): 153-160(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GXDX200602000.htm
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article Views(1194) PDF Downloads(63) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return