Sediment dynamics and temporal variation of runoff in the Yom River,Thailand |
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| Institution: | 1. Department of Water Resources Engineering, Chulalongkorn University, Bangkok, 10330, Thailand;2. WISE Research Unit, Chulalongkorn University, Bangkok, 10330, Thailand;3. Bureau of Water Management and Hydrology, Royal Irrigation Department, Bangkok, 10300, Thailand;1. Center of Computational Energy, Department of Mechanical Engineering, Hakim Sabzevari University, Sabzevar, Iran;2. Department of Civil Engineering, Hakim Sabzevari University, Sabzevar, Iran;3. Aalto University, Marine Technology, Espoo, Finland;1. School of Civil Engineering, College of Engineering, University of Tehran, Tehran, P.O. Box 4563, 11155, Iran;2. Department of Civil Engineering, College of Engineering, Varamin-Pishva Branch, Islamic Azad University, Varamin, Iran;1. State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin (SKL-WAC), Beijing 100048, China;2. China Institute of Water Resources and Hydropower Research (IWHR), Beijing 100048, China;3. Institute of Disaster Prevention, Beijing 101601, China;1. Civil Engineering Department, Ferdowsi University of Mashhad, Iran;2. Civil Engineering Department, School of Engineering, Water and Environment Research Institute, Ferdowsi University of Mashhad, Iran;1. State Key Laboratory of Hydro-science and Engineering, Tsinghua University, Beijing, 100084, China;2. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, 300072, China;3. Changjiang Survey, Planning, Design and Research Co., Ltd, Wuhan, 430010, China;1. School of Geosciences, The University of Sydney, NSW, 2006, Australia;2. Unit for Social and Environmental Research (USER), Faculty of Social Sciences, Chiang Mai University, 239 Huay Kaew Rd, Chiang Mai, 50200, Thailand |
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| Abstract: | The Yom River is one of the four major sediment sources to the Chao Phraya River in Thailand. Human activities and changes in climate over the past six decades may have affected the discharge and sediment load to some extent. In the current study, the river discharge and sediment characteristics in the mainstream of the Yom River were investigated using the field observation data from 2011 to 2013 and the historical river flow and sediment data from 1954 to 2014 at six hydrological stations operated by the Royal Irrigation Department of Thailand (RID). The non-parametric Mann-Kendall test and double mass curve were used to analyze the sediment dynamics and temporal changes in the discharge of the Yom River. The results revealed that the sediment was mainly transported in suspension, and the bed-to-suspended sediment loads ratio varied between 0 and 0.05. The daily suspended sediment load (SSL) in the upper and middle basins had a strong correlation with the daily discharge and could be represented by power equations with coefficients of determination higher than 0.8. The daily suspended sediment load in the lower basin did not directly depend on the corresponding discharge because of the reduction in river slope and water diversion by irrigation projects. It also appeared that the river discharges and sediment loads were mainly influenced by climate variation (floods and droughts). Moreover, the average sediment transport of the upper, middle, and lower reaches were 0.57, 0.71, and 0.35 million t/y, respectively. The sediment load in the lower basin decreased more than 50% as a result of changes in the river gradient (from mountainous to floodplain areas). The results from sediment analysis also indicated that the construction of the Mae Yom Barrage, the longest diversion dam in Thailand, and land-use changes did not significantly affect the sediment load along the Yom River. |
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| Keywords: | Suspended sediment load Fluvial sediment Chao Phraya River basin Dam construction Climate change Human activities |
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