Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2021, Vol. 58 Issue (3) :190-195    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Monitoring and Analysis of Riverway Conditions during the Construction and Operation of River-Crossing Metro Tunnels
(1 College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098; 2 Fujian Provincial Investigation,Design & Research Institute of Water Conservancy & Hydropower, Fuzhou 350001; 3 Fujian Provincial Key Laboratory of Hydrodynamic and Water Engineering, Fuzhou 350001)
Download: PDF (3840KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract River-crossing metro tunnels are faced with risks such as leakage and abnormal deformation of the river? bed. Therefore, riverway monitoring during the construction and operation period is essential to ensure the safety of river-crossing tunnels. Taking the river-crossing tunnel of Fuzhou Metro Line 1 as an example, this paper introduces the riverway monitoring work such as underwater environment perception, riverbed topography survey and water flow pattern observation during the shield construction, including monitoring results and early warning analysis, and analyzes the changes of riverbed erosion and deposition in the river-crossing tunnel section during 2009-2018 based on the actual measurement data. The results show that based on the monitored riverway conditions, two alerts regarding water leakage hazards during the shield construction have been issued timely, achieving good monitoring effects; since 2009, the riverbed within the cross-section of the river-crossing tunnel is in a small alternate state of erosion and deposition between years, with the deepest elevation point at -16.06 m in 2018, a gap of only 2.51 m compared to the -18.57 m used for the river-crossing tunnel design. It is recommended that engineering measures such as riverbed protection and branching diversion etc. should be taken, the riverbed safety monitoring mechanism should be established for the river-crossing tunnel section, and emergency protection measures should be prepared to ensure the metro operation safety.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
HU Chaoyang1
2
3 WANG Lele2
3 HUANG Meiqiong2
3 LIANG Yue2
3 WANG Xinqiang2
3 HE Chengnong2
3
KeywordsMetro   River-crossing tunnel   Riverbed monitoring   Shield tunnel     
Abstract: River-crossing metro tunnels are faced with risks such as leakage and abnormal deformation of the river? bed. Therefore, riverway monitoring during the construction and operation period is essential to ensure the safety of river-crossing tunnels. Taking the river-crossing tunnel of Fuzhou Metro Line 1 as an example, this paper introduces the riverway monitoring work such as underwater environment perception, riverbed topography survey and water flow pattern observation during the shield construction, including monitoring results and early warning analysis, and analyzes the changes of riverbed erosion and deposition in the river-crossing tunnel section during 2009-2018 based on the actual measurement data. The results show that based on the monitored riverway conditions, two alerts regarding water leakage hazards during the shield construction have been issued timely, achieving good monitoring effects; since 2009, the riverbed within the cross-section of the river-crossing tunnel is in a small alternate state of erosion and deposition between years, with the deepest elevation point at -16.06 m in 2018, a gap of only 2.51 m compared to the -18.57 m used for the river-crossing tunnel design. It is recommended that engineering measures such as riverbed protection and branching diversion etc. should be taken, the riverbed safety monitoring mechanism should be established for the river-crossing tunnel section, and emergency protection measures should be prepared to ensure the metro operation safety.
KeywordsMetro,   River-crossing tunnel,   Riverbed monitoring,   Shield tunnel     
Cite this article:   
HU Chaoyang1, 2, 3 WANG Lele2 etc .Monitoring and Analysis of Riverway Conditions during the Construction and Operation of River-Crossing Metro Tunnels[J]  MODERN TUNNELLING TECHNOLOGY, 2021,V58(3): 190-195
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2021/V58/I3/190
 
No references of article
[1] LI Ruijun1 SONG Zongying2 LI Chen1 WANG Wenbin2 REN Yuzhen3,4 CAI Jianhua3,4 ZHANG Jiaxu3,4.Multi-source Data Fusion-based Diagnosis and Treatment Strategies for Tructural Defects in Liangjiashan Tunnel on Heavy-haul Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 301-308
[2] ZHANG Xiaolong.Mechanical Response Analysis of Subway Shield Tunnel Structure under Pile Foundation Load[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 82-89
[3] LI Kexi1,2 DANG Jiandong3 ZHANG Jian3 YE Guangxiang4 WANG Xiaojun1,2 CHEN Qinglin1,2.Study on Fracture Characteristics of Different Types of Sandstone Based on Acoustic Emission Characteristic Parameters[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 26-36
[4] ZHOU Cairong1 YI Liming1 MA Shanqing2 ZHOU Li3 YU Jinhong4, 5.Load-bearing Behavior and Reinforcement Schemes of High-performance Fiber-reinforced Concrete Jacking Pipes under Three-point Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 50-60
[5] GUO Yongjun1 LI Chao2 ZHENG Jianguo3 YU Yongtang4 ZHU Caihui5.Influence of Ground Surcharge on Existing Shield Tunnel Segments in Xi′an Loess Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 61-72
[6] WANG Yonggang1 CUI Yikun1 WU Jiuqi2, 3 HUANG Jun4 SHEN Xiang2, 3 YANG Kui4 SU Dong2, 3.Comparative Analysis of Disc Cutter Forces and Wear under Different Wear Modes[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 73-81
[7] FENG Jimeng1,2 SONG Jiadai1,2 WANG Shengtao3 LI Yifei1,2 ZHANG Junru1,2 WANG Haoming4 WANG Bo1,2.Study on the Deformation Control Effectiveness of Extra-long Pipe Roofs in Large-section Tunnels in Reclamation Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 155-162
[8] XU Caijian1 CHEN Xingyu1 LEI Minglin1 ZHANG Xinglong2 SUN Huaiyuan2 LI Xiaojun2.Digital Twin and Risk Decision-making for Water-richess of Surrounding Rock Ahead of Tunnel Face[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 90-99
[9] YANG Ying1 NI Kai1 GE Lin2 ZHANG Mingfei3 WANG Xiaorui4.Improved UNet Model-based Image Segmentation for Tunnel Seepage Defects under Low-light Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 100-110
[10] SU Kaichun1 FU Rui2,3 ZENG Hongrui2,3 LENG Xiqiao4 GUO Chun2,3.Short-term Multi-step Traffic Volume Prediction for Highway Tunnels Based on DBO-A-LSTM[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 111-121
[11] XIONG Ying1,2 ZHANG Junru1,2 FAN Ziyan1,2 CHEN Jiahao1,2 MA Jianchi1,2 CHEN Pengtao1,2.Propagation and Attenuation Characteristics of Blast-induced Stress Waves in Layered Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 122-131
[12] LIU Yang1 SHAO Zekai2 TIAN Haofan2 ZHANG Ruxi1 ZHENG Bo3 WANG Zhengzheng2.Damage Mechanisms of Coal Pillars Induced by Blasting Construction in Highway Tunnels Underlying Room-and-Pillar Mine Goafs[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 132-144
[13] LUO Zhiyang1 ZHANG Chunyu2,3 WANG Lichuan1,2,4,5 XU Shuo1 LI Liping4 WANG Qianqian5 LIU Zhiqiang6.Research on Water Inrush Mechanisms and Grouting Sealing Techniques for TBM Tunnels in Fractured Rock Masses[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 145-154
[14] ZHOU Yili1 FENG Kun1 GUO Wenqi1 ZHANG Liangliang2 LI Chunlin3.Study on the Bending Behavior and Damage Characteristics of Longitudinal Segment Joints in Super-large Diameter Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 163-173
[15] YI Dan1 XUE Haoyun2 YANG Shaoyi2 YU Bo1 FENG Kun2 LIN Gang1.Analysis of the Influence of Bolt Failure of Shield Tunnel Segment Structure on Transverse Seismic Response[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 174-181
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY