Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel

Liu Shao-Ming; Chen An; Liu Hao; Luo Sha-Sha

doi:doi:10.11648/j.ajce.20190702.14

| Peer-Reviewed

Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel

Liu Shao-Ming, Chen An, Liu Hao, Luo Sha-Sha

Published in American Journal of Civil Engineering (Volume 7, Issue 2)

Received: 22 April 2019 Published: 15 June 2019

Views: Downloads:

Download PDF

Share This Article

Twitter
Linked In
Facebook

Abstract

To study the water hazard characteristics of DaBaoshan atypical karst tunnel. Engineering geological and hydrogeological mapping and survey, water connection test, tunnel water hazard investigation, theoretical calculation and analysis are used. The results show that the lithology of the DaBaoshan tunnel is argillaceous limestone, limestone, carbonaceous shale limestone, limestone and inferior coal seam, which is an atypical karst tunnel. There are three karst collapses, but there are not perennial water bodies on the surface of tunnel hill. In the rainy season, there are gushing water and mud in the tunnel, the water source of tunnel water hazard is rainfall, and the gushing water channels are surface collapse, dissolved crack and fissure. The calculation results show the rainfall intensity are 7.84mm/h, 8.44 mm/h, 9.18mm/h, 10.17 mm/h respectively, the rainfall time that lead to the gushing water exceeds the drainage capacity of the gutters are 2.5h, 2.2h, 2.0h, 1.8h respectively. And when the rainfall intensity is 33.3mm/h, the rainfall time is only 35min. The tunnel gushing water causes a lot of water, mud and sands flows on the road which endangers traffic safety, even causing traffic accidents.

Published in	American Journal of Civil Engineering (Volume 7, Issue 2)
DOI	10.11648/j.ajce.20190702.14
Page(s)	59-63
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2019. Published by Science Publishing Group

Keywords

Water Hazard Characteristic, Dabaoshan Tunnel, Atypical Karst

References

[1]	Wei Sen. Water Damage and Prevention of Railway Tunnels [J]. Teaching and Technology, 1986 (02): 30-36 (in Chinese).
[2]	Wan De-you. Operation of railway tunnel water damage remediation [J]. Railway Construction, 2000 (12): 13-15 (in Chinese).
[3]	Li Huai-jian. Water Remediation of a Tunnel in Bolai Expressway [J]. Railway Construction Technology, 2001 (04): 37-39 (in Chinese).
[4]	Zhu He-quan, Li Haiyan. Current Status and Trends of Waterproof Technology for Railway Tunnels [J]. Railway Construction, 2003 (10): 36-38 (in Chinese).
[5]	He Zhong-ming, Peng Zhen-bin, Chen Le-qiu, Wu Qi-hong. Construction Technology for Operation of Tunnel Water Damage [J]. Prospecting Science and Technology, 2005 (05): 41-43 (in Chinese).
[6]	Li Xian-wei. Interaction between tunnel water damage and geological disasters and comprehensive prevention and control [D]. Xi’an Jiao tong University, 2007 (in Chinese).
[7]	Xue Yu-guo, Li Shu-cai, Li Shu-zhen, Zhang Qing-song, Su Mao-xin, Zhong Shi-hang, Li Wei. Study on water hazard prediction method for high-risk tunnel construction period [J]. Journal of Heilongjiang Hydraulic Engineering College, 2008 (02): 117-122 (in Chinese).
[8]	Xu Changchun, Wang Liang-hong, Liu Peng. Treatment of Tunnel Water Disaster Based on Chain Theory [J]. Shanxi Architecture, 2008 (13): 316-317 (in Chinese).
[9]	Ma Dong. Comprehensive prevention and control technology of water disasters in complex karst tunnel of Yiwan Railway [J]. China Engineering Science, 2010, 12 (08): 94-98 (in Chinese).
[10]	Zhang Min. Treatment of water leakage in existing tunnels [J]. Science and Technology Information, 2011 (07): 223 (in Chinese).
[11]	Huang Ke. Application of Directional Grouting Technology in Treatment of Tunnel Water Disaster-Taking Zhuzilin Station Tunnel in Shenzhen as an Example [J]. Journal of Hunan University of Arts and Science (Natural Science Edition), 2012, 24 (02): 60-63 (in Chinese).
[12]	Liu Jian, Liu Dan. SVM-based source identification of tunnel water inrush [J]. Hydrogeology and Engineering Geology, 2012, 39 (05): 26-30 (in Chinese).
[13]	Shi Ming. Treatment of Water Inrush and Water Leakage in Pingdong Tunnel on Banjiang Highway [J]. Science and Technology Information, 2013 (23): 369+402 (in Chinese).
[14]	Zhang Yan-long, Li Qing, Tian Qing-yan. Analysis and treatment of water damage in highway tunnels operating in karst area [J]. Guangdong Highway Traffic, 2014 (04): 55-58 (in Chinese).
[15]	Chen An. Water Hazard Characteristics of PiShuangAo Karst Tunnel. 2014 International Conference on Civil Engineering, Energy and Environment (ISTP). Hongkong, 2014. 12, pp 169-174.
[16]	Liu Li, Liu Qun. Risk assessment of water damage in karst tunnel construction and its prevention and control measures [J]. Transportation technology, 2015 (01): 102-103 (in Chinese).
[17]	Zhang Yan-long, Li Qing, Liu Hao. Study on the Mechanism and Evaluation of Water Damage of the Goupuling Tunnel in Yangjiang-Yangchun Section of Expressway [J]. Journal of Highway and Transportation Technology (Application Technology Edition), 2016, 12 (09): 193-196 (in Chinese).
[18]	Li Kai, Lin Hai-shan. Evaluation of Water Damage Mechanism and Safety of Baishan Tunnel on Handan Expressway [J]. Guangdong Highway Traffic, 2017, 43 (03): 34-38 (in Chinese).
[19]	Zhang Yan-long, Liu Hao, Tian Qing-yan, Lin Hai-shan. Assessment of water damage in the Chalinding Tunnel of Guangzhao Expressway [J]. Chinese Journal of Underground Space and Engineering, 2017, 13 (S2): 860-864 (in Chinese).
[20]	Zhang Yanlong, Tian Qingyan, Zhang Jiantong. Water disaster analysis and numerical simulation of a karst tunnel in a highway of Guangdong Province [J]. Carsologica Sinica, 2018, 37 (2): 307-313.

Cite This Article

Plain Text BibTeX RIS

APA Style

Liu Shao-Ming, Chen An, Liu Hao, Luo Sha-Sha. (2019). Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel. American Journal of Civil Engineering, 7(2), 59-63. https://doi.org/10.11648/j.ajce.20190702.14

Copy | Download

ACS Style

Liu Shao-Ming; Chen An; Liu Hao; Luo Sha-Sha. Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel. Am. J. Civ. Eng. 2019, 7(2), 59-63. doi: 10.11648/j.ajce.20190702.14

Copy | Download

AMA Style

Liu Shao-Ming, Chen An, Liu Hao, Luo Sha-Sha. Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel. Am J Civ Eng. 2019;7(2):59-63. doi: 10.11648/j.ajce.20190702.14

Copy | Download

@article{10.11648/j.ajce.20190702.14,
  author = {Liu Shao-Ming and Chen An and Liu Hao and Luo Sha-Sha},
  title = {Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel},
  journal = {American Journal of Civil Engineering},
  volume = {7},
  number = {2},
  pages = {59-63},
  doi = {10.11648/j.ajce.20190702.14},
  url = {https://doi.org/10.11648/j.ajce.20190702.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20190702.14},
  abstract = {To study the water hazard characteristics of DaBaoshan atypical karst tunnel. Engineering geological and hydrogeological mapping and survey, water connection test, tunnel water hazard investigation, theoretical calculation and analysis are used. The results show that the lithology of the DaBaoshan tunnel is argillaceous limestone, limestone, carbonaceous shale limestone, limestone and inferior coal seam, which is an atypical karst tunnel. There are three karst collapses, but there are not perennial water bodies on the surface of tunnel hill. In the rainy season, there are gushing water and mud in the tunnel, the water source of tunnel water hazard is rainfall, and the gushing water channels are surface collapse, dissolved crack and fissure. The calculation results show the rainfall intensity are 7.84mm/h, 8.44 mm/h, 9.18mm/h, 10.17 mm/h respectively, the rainfall time that lead to the gushing water exceeds the drainage capacity of the gutters are 2.5h, 2.2h, 2.0h, 1.8h respectively. And when the rainfall intensity is 33.3mm/h, the rainfall time is only 35min. The tunnel gushing water causes a lot of water, mud and sands flows on the road which endangers traffic safety, even causing traffic accidents.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel
AU  - Liu Shao-Ming
AU  - Chen An
AU  - Liu Hao
AU  - Luo Sha-Sha
Y1  - 2019/06/15
PY  - 2019
N1  - https://doi.org/10.11648/j.ajce.20190702.14
DO  - 10.11648/j.ajce.20190702.14
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 59
EP  - 63
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20190702.14
AB  - To study the water hazard characteristics of DaBaoshan atypical karst tunnel. Engineering geological and hydrogeological mapping and survey, water connection test, tunnel water hazard investigation, theoretical calculation and analysis are used. The results show that the lithology of the DaBaoshan tunnel is argillaceous limestone, limestone, carbonaceous shale limestone, limestone and inferior coal seam, which is an atypical karst tunnel. There are three karst collapses, but there are not perennial water bodies on the surface of tunnel hill. In the rainy season, there are gushing water and mud in the tunnel, the water source of tunnel water hazard is rainfall, and the gushing water channels are surface collapse, dissolved crack and fissure. The calculation results show the rainfall intensity are 7.84mm/h, 8.44 mm/h, 9.18mm/h, 10.17 mm/h respectively, the rainfall time that lead to the gushing water exceeds the drainage capacity of the gutters are 2.5h, 2.2h, 2.0h, 1.8h respectively. And when the rainfall intensity is 33.3mm/h, the rainfall time is only 35min. The tunnel gushing water causes a lot of water, mud and sands flows on the road which endangers traffic safety, even causing traffic accidents.
VL  - 7
IS  - 2
ER  -

Copy | Download

Author Information

Liu Shao-Ming

Guangdong Transportation Technology Testing Co, Ltd, Guangzhou, China
Chen An

Faculty of Land Resource Engineering, Kunming University of Science and Technology, Kunming, China
Liu Hao

Guangdong Transportation Technology Testing Co, Ltd, Guangzhou, China
Luo Sha-Sha

Faculty of Land Resource Engineering, Kunming University of Science and Technology, Kunming, China

Download PDF

Sections

Plain Text BibTeX RIS

APA Style

Liu Shao-Ming, Chen An, Liu Hao, Luo Sha-Sha. (2019). Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel. American Journal of Civil Engineering, 7(2), 59-63. https://doi.org/10.11648/j.ajce.20190702.14

Copy | Download

ACS Style

Liu Shao-Ming; Chen An; Liu Hao; Luo Sha-Sha. Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel. Am. J. Civ. Eng. 2019, 7(2), 59-63. doi: 10.11648/j.ajce.20190702.14

Copy | Download

AMA Style

Liu Shao-Ming, Chen An, Liu Hao, Luo Sha-Sha. Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel. Am J Civ Eng. 2019;7(2):59-63. doi: 10.11648/j.ajce.20190702.14

Copy | Download

@article{10.11648/j.ajce.20190702.14,
  author = {Liu Shao-Ming and Chen An and Liu Hao and Luo Sha-Sha},
  title = {Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel},
  journal = {American Journal of Civil Engineering},
  volume = {7},
  number = {2},
  pages = {59-63},
  doi = {10.11648/j.ajce.20190702.14},
  url = {https://doi.org/10.11648/j.ajce.20190702.14},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20190702.14},
  abstract = {To study the water hazard characteristics of DaBaoshan atypical karst tunnel. Engineering geological and hydrogeological mapping and survey, water connection test, tunnel water hazard investigation, theoretical calculation and analysis are used. The results show that the lithology of the DaBaoshan tunnel is argillaceous limestone, limestone, carbonaceous shale limestone, limestone and inferior coal seam, which is an atypical karst tunnel. There are three karst collapses, but there are not perennial water bodies on the surface of tunnel hill. In the rainy season, there are gushing water and mud in the tunnel, the water source of tunnel water hazard is rainfall, and the gushing water channels are surface collapse, dissolved crack and fissure. The calculation results show the rainfall intensity are 7.84mm/h, 8.44 mm/h, 9.18mm/h, 10.17 mm/h respectively, the rainfall time that lead to the gushing water exceeds the drainage capacity of the gutters are 2.5h, 2.2h, 2.0h, 1.8h respectively. And when the rainfall intensity is 33.3mm/h, the rainfall time is only 35min. The tunnel gushing water causes a lot of water, mud and sands flows on the road which endangers traffic safety, even causing traffic accidents.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel
AU  - Liu Shao-Ming
AU  - Chen An
AU  - Liu Hao
AU  - Luo Sha-Sha
Y1  - 2019/06/15
PY  - 2019
N1  - https://doi.org/10.11648/j.ajce.20190702.14
DO  - 10.11648/j.ajce.20190702.14
T2  - American Journal of Civil Engineering
JF  - American Journal of Civil Engineering
JO  - American Journal of Civil Engineering
SP  - 59
EP  - 63
PB  - Science Publishing Group
SN  - 2330-8737
UR  - https://doi.org/10.11648/j.ajce.20190702.14
AB  - To study the water hazard characteristics of DaBaoshan atypical karst tunnel. Engineering geological and hydrogeological mapping and survey, water connection test, tunnel water hazard investigation, theoretical calculation and analysis are used. The results show that the lithology of the DaBaoshan tunnel is argillaceous limestone, limestone, carbonaceous shale limestone, limestone and inferior coal seam, which is an atypical karst tunnel. There are three karst collapses, but there are not perennial water bodies on the surface of tunnel hill. In the rainy season, there are gushing water and mud in the tunnel, the water source of tunnel water hazard is rainfall, and the gushing water channels are surface collapse, dissolved crack and fissure. The calculation results show the rainfall intensity are 7.84mm/h, 8.44 mm/h, 9.18mm/h, 10.17 mm/h respectively, the rainfall time that lead to the gushing water exceeds the drainage capacity of the gutters are 2.5h, 2.2h, 2.0h, 1.8h respectively. And when the rainfall intensity is 33.3mm/h, the rainfall time is only 35min. The tunnel gushing water causes a lot of water, mud and sands flows on the road which endangers traffic safety, even causing traffic accidents.
VL  - 7
IS  - 2
ER  -

Copy | Download