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Webinar
Ongoing Registration In Progress Closed
Modelling for dam rehabilitations using MIDAS GTS NX
    10:00 (GMT+7)
Online
Overview

A dam is a barrier that stops or restricts the flow of surface water or underground streams. Reservoirs created by dams not only suppress floods but also provide water for activities such as irrigation, human consumption, industrial use, aquaculture, and navigability. Hydropower is often used in conjunction with dams to generate electricity. A dam can also be used to collect or store water which can be evenly distributed between locations. Dams generally serve the primary purpose of retaining water, while other structures such as floodgates or levees (also known as dikes) are used to manage or prevent water flow into specific land regions.
 
Designing and constructing a dam requires analyzing water seepage, filter layer design, dam stability analysis, deformation analysis, and movement analysis for operation and safety. Additionally, maintenance and repairs are necessary due to the dam's wear and tear over time.

Therefore, in this online training session, we will discuss a case study of  dam rehabilitation in Thailand, focusing on the use of the midas GTS NX program


※ The webinar will be conducted in Thai language

Speaker
  • Assoc. Prof. Dr. Suttisak Soralump Dr. Suttisak Soralump, Professor of Geotechnical Sciences at Kasetsart University, currently serves as the President of GERD.

    - Ph.D. in Geotechnical Engineering, Utah State University
    - M.Eng. in Soil Engineering, Asian Institute of Technology
    - B.Eng. in Civil Engineering, Chulalongkorn University
Webinar Content
  • Mae Suai dam Mae Suai Dam is an earth zone dam with RCC section in the center of downstream slope located at Mae Suai district, Chiang Rai, Thailand. The differential settlement at the joint between RCC spillway and the earth-filled section caused leakage near the crest of the dam. This unusual settlement is the result of a joint where materials of different stiffness are connected; the settlement pattern depends on the shape and interface shear strength of the contact area. In this paper, non-uniform settlement of Mae Suai Dam was investigated by 2D & 3D FEM using MIDAS GTS for Fully Coupled Stress-Seepage analyses

    Chiang Rai, Thailand
  • Morasurp dam Mon Suap Reservoir has been in use for a long time. The dam is damaged due to heavy rainfall in the area, and the foundation of the dam has been compromised by soil leakage

    Prachuap Khiri Khan, Thailand
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