The Study of Slope Stability of Irrigation Canal : A Case Study of the Tha Hua Lob Floodgate Project, Wangkrai Sub-district, Tha Yang District, Phetchaburi Province, Thailand.
Keywords:
Slope stability of irrigation canal, Factor of Safety, Geotechnical InterpretationAbstract
The rainy season in Thailand results in elevated water levels in irrigation canals, which subsequently decrease rapidly due to inadequate management of floodgates. This fluctuation can lead to the collapse of canal slopes and undermine soil stability. This research focuses on analyzing the slope stability of irrigation canal slopes, with particular emphasis on the Tha Hua Lob Floodgate Project located in Wangkrai Sub-district, Tha Yang District, Phetchaburi Province. The primary objective is to evaluate the safety factor during these rapid changes in water levels, utilizing the GeoStudio2023 model, in order to establish guidelines for the design of safer canal slopes. The findings indicate that the safety factor remains satisfactory across various scenarios, including the conditions of highest water level, lowest water level, rapid drawdown, end of construction, and seismic events.
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This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
The selected article presented at the NCCE conference is the copyright of the Engineering Institute of Thailand under the Royal Patronage (EIT).