Hydrogeochemistry of tunnel seepage water along the contact of zone of metasedimentary and granitic rock within the Pahang–Selangor Raw Water Transfer Tunnel Project, Malaysia

被引:0
|
作者
Sharifah Farah Fariza Syed Zainal
Mohd Ashraf Mohamad Ismail
Roslanzairi Mostafa
Nobuya Narita
Norzani Mahmood
Soon Min Ng
机构
[1] Universiti Sains Malaysia (USM),School of Civil Engineering
[2] Malaysian Nuclear Agency,Pahang–Selangor Raw Water Transfer Tunnel Project
[3] Tokyo Electric Power Services Co.,undefined
[4] Ltd,undefined
[5] Ministry of Energy,undefined
[6] Green Technology and Water,undefined
来源
关键词
Hydrogeochemistry; Granite; Metasedimentary; Tunnel seepage water;
D O I
暂无
中图分类号
学科分类号
摘要
Groundwater obtained from water inflows during the excavation of the Pahang–Selangor Raw Water Transfer Tunnel (P-SRWTT) was analyzed to determine the characteristics of groundwater that flows along the main range granite and the metasedimentary geological boundary. A total of 61 tunnel seepage water (TSW) samples were immediately obtained after tunnel excavation. Hydrogeochemical analyses, including physicochemical and major ion analyses, were performed on TSW samples. Results show that the TSW sample in the P-SRWTT is meteoric water, which infiltrates at different elevations and flow paths. The prolonged interactions of groundwater in the metasedimentary rock and contact zones produced Ca2+–HCO3−–SO42−, Ca2+–HCO3−, and Ca2+–Na+–HCO3− in the water. Electrical conductivity (EC) values reach as high as 345.80 and 313.22 μs/cm in the metasedimentary rock and contact zones, respectively. Most water in these two zones present temperatures lower than 30 °C, which is comparable with the expected geothermal gradient of 35 °C/km. Ca2+–Na+–HCO3− is the dominant water type in the granite zone with an average EC of 288.37 μs/cm. Na+–HCO3− waters are generated through the interaction between Ca2+–HCO3− and Na+ in granitic rocks. The zone of warm Na+–HCO3− waters, presenting an average temperature of 35 °C at an overburden of more than 400 m, shows some anomalies from the expected geothermal gradient of 35°/km. The hydrogeochemistry analyses provide a good understanding of the complex hydrogeological system at the two major geological formations along the tunnel.
引用
收藏
相关论文
共 12 条
  • [1] Hydrogeochemistry of tunnel seepage water along the contact of zone of metasedimentary and granitic rock within the Pahang-Selangor Raw Water Transfer Tunnel Project, Malaysia
    Zainal, Sharifah Farah Fariza Syed
    Ismail, Mohd Ashraf Mohamad
    Mostafa, Roslanzairi
    Narita, Nobuya
    Mahmood, Norzani
    Ng, Soon Min
    ARABIAN JOURNAL OF GEOSCIENCES, 2016, 9 (04)
  • [2] Challenge in high-speed TBM excavation of long-distance water transfer tunnel, Pahang-Selangor Raw Water Transfer Tunnel, Malaysia
    Kawata, T.
    Nakano, Y.
    Matsumoto, T.
    Mito, A.
    Pittard, F.
    Honda, Y.
    UNDERGROUND - THE WAY TO THE FUTURE, 2013, : 1872 - 1878
  • [3] The relationship between TBM data and rockburst in long-distance tunnel, pahang-selangor raw water transfer tunnel, Malaysia
    Kawata, T.
    Nakano, Y.
    Matsumoto, T.
    Mito, A.
    Pittard, F.
    Azman, A.A.S.
    ISRM International Symposium - 8th Asian Rock Mechanics Symposium, ARMS 2014, 2014, : 1210 - 1217
  • [4] Evaluation of Tunnel Seismic Prediction (TSP) Result using the Japanese Highway Rock Mass Classification System for Pahang-Selangor Raw Water Transfer Tunnel
    Von, W. C.
    Ismail, M. A. M.
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE'17): SUSTAINABLE TECHNOLOGY AND PRACTICE FOR INFRASTRUCTURE AND COMMUNITY RESILIENCE, 2017, 1892
  • [5] Evaluation of geological conditions ahead of a tunnel face using the Tunnel Seismic Prediction method (TSP) - Lesson learned from the Pahang-Selangor raw water transfer tunnel, Malaysia
    Ismail, M. A. M.
    Azit, R.
    Ng, S. M.
    Zabidi, H.
    Bakhudin, N.
    Nordin, Z.
    ROCK MECHANICS FOR RESOURCES, ENERGY AND ENVIRONMENT, 2013, : 901 - 907
  • [6] Prediction of Rock Mass Rating using Adaptive Neuro-Fuzzy Inference System (ANFIS) for NATM-3 of Pahang-Selangor Raw Water Transfer Tunnel (PSRWT) Project, Malaysia
    Sebbeh-Newton, Sylvanus
    Ismail, Suhaina
    Zabidi, Hareyani
    3RD INTERNATIONAL POSTGRADUATE CONFERENCE ON MATERIALS, MINERALS & POLYMER (MAMIP) 2019, 2020, 2267
  • [7] Conventional tunneling excavation 10 meters below existing river using 25-meter long forepoling and controlled blasting method, Pahang-Selangor Raw Water Transfer Tunnel Project, Malaysia
    Kawata, T.
    Nakano, Y.
    Honda, Y.
    Isoda, S.
    UNDERGROUND - THE WAY TO THE FUTURE, 2013, : 2316 - 2323
  • [8] IN-SITU STRESS MEASUREMENT BY OVERCORING AND HYDRAULIC FRACTURING OF PAHANG-SELANGOR RAW WATER TRANSFER PROJECT
    Azit, Romziah
    Ismail, Mohd Ashraf Mohamad
    Mahmood, Norzani
    JURNAL TEKNOLOGI, 2016, 78 (8-6): : 31 - 38
  • [9] Study of surrounding rock damage induced by tunnel boring machine driving tunnel at West Route of South to North Water Transfer Project
    Leng Xian-lun
    Sheng Qian
    He En-guang
    Zhu Ze-qi
    Zhao Yu
    ROCK AND SOIL MECHANICS, 2011, 32 (11) : 3420 - 3426
  • [10] Study of surrounding rock damage induced by tunnel boring machine driving tunnel at West Route of South to North Water Transfer Project
    Leng, Xian-Lun
    Sheng, Qian
    He, En-Guang
    Zhu, Ze-Qi
    Zhao, Yu
    Yantu Lixue/Rock and Soil Mechanics, 2011, 32 (11): : 3420 - 3426