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|Title:||Construction of relief wells under artesian flow conditions at dam toes: Engineering experiences from Karkheh earth dam, Iran|
|Keywords:||Dam Engineering;Geotechnical Engineering;Karkheh Embankment Dam;Relief Well;Artesian Flow;Confined Aquifer;Dam Toe;Drilling Fluid;Numerical Simulations|
|Citation:||International Journal of Civil Engineering,13 (1B): pp. 73 - 80, (2015)|
|Abstract:||We report engineering experiences from the critical task of relief well installation under high artesian flow conditions at the downstream toe of the Karkheh earth dam, Iran. Due to the establishment of excessive uplift pressure at the downstream toe of the Karkheh dam, installation of a series of new relief wells was considered to permanently relieve part of these pressures. The mentioned uplift pressure, as high as around 30 m above the ground level, was produced in a confined conglomerate aquifer bounded above and below by relatively impervious mudstone layers which reduced the safety factor of the dam toe to below 1.0. Investigations on the shortcomings of the old relief wells installed at the dam site showed that the main problems were: insufficient well numbers, insufficient well diameters, irregular well screens causing their blockage by time passing, and insufficient total opening area. Despite engineering difficulties and associated risk of downstream toe instability, installation of new relief wells was successfully completed under high artesian flow conditions” was successfully completed. The employed technique for the construction of the new relief wells under flowing artesian conditions was based on: 1) cement grouting and casing of the well, 2) telescopic drilling, 3) application of appropriate drilling fluid, and 4) controlling the artesian flow by adding a long vertical pipe to the top of the relief wells. Numerical modeling of seepage for the Karkheh dam foundation showed that, as a result of the installation of the new relief wells, the safety factor of the downstream toe increased to the safe value of 1.3 for the normal reservoir water level.|
|Appears in Collections:||Dept of Mechanical Aerospace and Civil Engineering Research Papers|
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