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

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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 Accepted: Published: 15 June 2019

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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), 2024. Published by Science Publishing Group

Keywords

Water Hazard Characteristic, Dabaoshan Tunnel, Atypical Karst

References

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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

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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

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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

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@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}
}

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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  -

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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

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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

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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