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Discussion on the Design Parameters of Groundwater Diversion at Metro Stations in Karst Areas
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Yongliang HUANG1, 2, Hu LI1, Tao HU3, Fengzhou LIU1, 2, Yanqing MEN1, Ya'nan DONG1, Yang GAO3
Urban Rapid Rail Transit | 2026, 39(1) : 87 - 95
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Urban Rapid Rail Transit | 2026, 39(1): 87-95
• Academic Discussion •
Discussion on the Design Parameters of Groundwater Diversion at Metro Stations in Karst Areas
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Yongliang HUANG1, 2, Hu LI1, Tao HU3, Fengzhou LIU1, 2, Yanqing MEN1, Ya'nan DONG1, Yang GAO3
Affiliations
  • 1.Jinan Rail Transit Group Co., Ltd., Jinan 250014
  • 2.School of Qilu Transportation, Shandong University, Jinan 250002
  • 3.Shandong Provincial Geo-mineral Engineering Exploration Institute (801 Institute of Hydrogeology and Engineering Geology, Shandong Provincial Bureau of Geology & Mineral Resources), Jinan 250014
doi: 10.3969/j.issn.1672-6073.2026.01.011
Outline
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To address the lack of a well-established design framework for reducing groundwater level rise caused by metro station construction through diversion measures, this study combines theoretical analysis and physical model tests to investigate groundwater flow rate calculation in karst areas, determination of diversion design parameters, and the relationships of groundwater rise with hydraulic gradient and with diversion area ratio. A site case study is incorporated, and numerical simulation was used to verify the effectiveness of the diversion design scheme. Results show that: after metro station construction, the groundwater flow path lengthens due to station obstruction, causing a rise in groundwater; after implementing diversion measures, the flow path shortens and the rise dissipates; the groundwater rise exhibits a linear correlation with hydraulic gradient, increasing correspondingly with higher hydraulic gradients; under constant permeability coefficient and hydraulic gradient conditions, groundwater rise decreases exponentially with the proportion of diversion channel area, with a critical threshold occurring at approximately 20% proportion, leading to the recommendation that the optimization coefficient for diversion design parameters should be no less than 0.2; both gravel replacement diversion schemes and culvert diversion schemes can essentially restore the elevated hydraulic head to its original state. Numerical simulation results verify the correctness of diversion design parameter values, confirming that the parameter determination method is feasible and meets the requirements for reducing groundwater level rise.

urban rail transit  /  subway station  /  groundwater diversion  /  design parameters  /  karst area  /  groundwater rise
黄永亮, 李虎, 胡韬, 刘凤洲, 门燕青, 董亚楠, 高扬. 岩溶区地铁车站地下水导流设计参数探讨. 都市快轨交通, 2026 , 39 (1) : 87 -95 . DOI: 10.3969/j.issn.1672-6073.2026.01.011
Yongliang HUANG, Hu LI, Tao HU, Fengzhou LIU, Yanqing MEN, Ya'nan DONG, Yang GAO. Discussion on the Design Parameters of Groundwater Diversion at Metro Stations in Karst Areas[J]. Urban Rapid Rail Transit, 2026 , 39 (1) : 87 -95 . DOI: 10.3969/j.issn.1672-6073.2026.01.011
Year 2026 volume 39 Issue 1
118
28
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Article Info
doi: 10.3969/j.issn.1672-6073.2026.01.011
  • Receive Date:2025-04-18
  • Online Date:2026-09-20
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History
  • Received:2025-04-18
  • Revised:2025-09-17
Funding
Affiliations
    1.Jinan Rail Transit Group Co., Ltd., Jinan 250014
    2.School of Qilu Transportation, Shandong University, Jinan 250002
    3.Shandong Provincial Geo-mineral Engineering Exploration Institute (801 Institute of Hydrogeology and Engineering Geology, Shandong Provincial Bureau of Geology & Mineral Resources), Jinan 250014
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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