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Thesis on seepage

In this article we will discuss about the failure of hydraulic structure by piping along with its control measures. Hydraulic structures, such as weirs and dams, built on pervious foundations may fail by a phenomenon that is known as piping. There are two types of such piping failure. Backward Erosion Piping:. When the hydraulic gradient of the flowing water near the downstream floor of a hydraulic structure, known as exit gradient, is high greater than the critical hydraulic gradient , the water rises above the ground surface with a high velocity.
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Seepage Control in Earthen Dams

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Failure of Hydraulic Structure (With Control) | Seepage Analysis | Soil Engineering

Ongoing global warming has resulted in a widespread retreat of glaciers since the end of the Little Ice Age. To attribute the response of glaciers to natural and anthropogenic historical climate change over time a spatially-distributed coupled glacier mass balance and ice-flow model is developed and applied that does not require a priori information about the flowline geometry of glaciers. The model is applied for the debris-covered Langtang Glacier in the Central Himalayas and the clean-ice Hintereisferner in the European Alps from the end of the Little Ice Age to the present-day The model is forced with four bias-corrected climate models that represent region-specific cold-dry, cold-wet, warm-dry, and warm-wet climate conditions. To isolate the effects of human-induced climate change on glacier mass balance and dynamics, runs are selected from the climate models with and without further anthropogenic forcing after until
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