Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels

With the development of transportation engineering, mining engineering, underground space engineering, and long-distance water diversion projects in China, the occurrence of tunnel water inrush disasters has become increasingly frequent. Due to the limited analytical study on the flow field of circu...

Full description

Saved in:
Bibliographic Details
Main Authors: Yunbo WEI, Jinguo WANG, Zhou CHEN, Kexun ZHENG
Format: Article
Language:zho
Published: Editorial Office of Hydrogeology & Engineering Geology 2024-11-01
Series:Shuiwen dizhi gongcheng dizhi
Subjects:
Online Access:https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202312024
Tags: Add Tag
No Tags, Be the first to tag this record!
_version_ 1841524916274331648
author Yunbo WEI
Jinguo WANG
Zhou CHEN
Kexun ZHENG
author_facet Yunbo WEI
Jinguo WANG
Zhou CHEN
Kexun ZHENG
author_sort Yunbo WEI
collection DOAJ
description With the development of transportation engineering, mining engineering, underground space engineering, and long-distance water diversion projects in China, the occurrence of tunnel water inrush disasters has become increasingly frequent. Due to the limited analytical study on the flow field of circular arched tunnels, an analytical solution for the water inrush and the flow field in the surrounding rock around a deep-buried circular arched tunnel was obtained using the conformal transformation method. Then the distribution of water inrush around the tunnel circumference was explored. The results reveal that the groundwater flow field near the tunnel is significantly influenced by the tunnel shape, while its influence on the groundwater flow field further away from the tunnel can be approximated as that of a tunnel with a circular cross-section. The maximum flow velocity around the circular arched tunnel occurs near the inflection points (i.e., the corners of the tunnel bottom), while the minimum flow velocity is located at the center of the tunnel floor. The flow velocity at the corners of the tunnel bottom can exceed three times the flow velocity at the center of the tunnel floor. As the tunnel shape approaches a circle, the relative differences of flow velocities at various points around the tunnel circumference gradually decrease. This study can provide a theoretical basis for estimating the water inrush flux and characterizing the groundwater flow field in the surrounding rock around circular arched tunnels, and support for tunnel construction planning and the design for tunnel groundwater seepage/drainage.
format Article
id doaj-art-a9239e6701fa43a7b679ea1e35e02c33
institution Kabale University
issn 1000-3665
language zho
publishDate 2024-11-01
publisher Editorial Office of Hydrogeology & Engineering Geology
record_format Article
series Shuiwen dizhi gongcheng dizhi
spelling doaj-art-a9239e6701fa43a7b679ea1e35e02c332025-01-18T03:53:12ZzhoEditorial Office of Hydrogeology & Engineering GeologyShuiwen dizhi gongcheng dizhi1000-36652024-11-01516182410.16030/j.cnki.issn.1000-3665.202312024202312024Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnelsYunbo WEI0Jinguo WANG1Zhou CHEN2Kexun ZHENG3School of Earth Science and Engineering, Hohai University, Nanjing, Jiangsu 210046, ChinaSchool of Earth Science and Engineering, Hohai University, Nanjing, Jiangsu 210046, ChinaSchool of Earth Science and Engineering, Hohai University, Nanjing, Jiangsu 210046, ChinaPower China Guiyang Engineering Corporation Limited, Guiyang, Guizhou 550081, ChinaWith the development of transportation engineering, mining engineering, underground space engineering, and long-distance water diversion projects in China, the occurrence of tunnel water inrush disasters has become increasingly frequent. Due to the limited analytical study on the flow field of circular arched tunnels, an analytical solution for the water inrush and the flow field in the surrounding rock around a deep-buried circular arched tunnel was obtained using the conformal transformation method. Then the distribution of water inrush around the tunnel circumference was explored. The results reveal that the groundwater flow field near the tunnel is significantly influenced by the tunnel shape, while its influence on the groundwater flow field further away from the tunnel can be approximated as that of a tunnel with a circular cross-section. The maximum flow velocity around the circular arched tunnel occurs near the inflection points (i.e., the corners of the tunnel bottom), while the minimum flow velocity is located at the center of the tunnel floor. The flow velocity at the corners of the tunnel bottom can exceed three times the flow velocity at the center of the tunnel floor. As the tunnel shape approaches a circle, the relative differences of flow velocities at various points around the tunnel circumference gradually decrease. This study can provide a theoretical basis for estimating the water inrush flux and characterizing the groundwater flow field in the surrounding rock around circular arched tunnels, and support for tunnel construction planning and the design for tunnel groundwater seepage/drainage.https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202312024conformal mappingtunnelgroundwatergroundwater inrushseepage flowanalytic method
spellingShingle Yunbo WEI
Jinguo WANG
Zhou CHEN
Kexun ZHENG
Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels
Shuiwen dizhi gongcheng dizhi
conformal mapping
tunnel
groundwater
groundwater inrush
seepage flow
analytic method
title Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels
title_full Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels
title_fullStr Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels
title_full_unstemmed Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels
title_short Analytical study of groundwater flow field and inrush flux distribution for deeply-buried circular arched tunnels
title_sort analytical study of groundwater flow field and inrush flux distribution for deeply buried circular arched tunnels
topic conformal mapping
tunnel
groundwater
groundwater inrush
seepage flow
analytic method
url https://www.swdzgcdz.com/en/article/doi/10.16030/j.cnki.issn.1000-3665.202312024
work_keys_str_mv AT yunbowei analyticalstudyofgroundwaterflowfieldandinrushfluxdistributionfordeeplyburiedcirculararchedtunnels
AT jinguowang analyticalstudyofgroundwaterflowfieldandinrushfluxdistributionfordeeplyburiedcirculararchedtunnels
AT zhouchen analyticalstudyofgroundwaterflowfieldandinrushfluxdistributionfordeeplyburiedcirculararchedtunnels
AT kexunzheng analyticalstudyofgroundwaterflowfieldandinrushfluxdistributionfordeeplyburiedcirculararchedtunnels