Type of Document	Dissertation
Author	Ozkan, Senda
Author's Email Address	sozkan@lsu.edu
URN	etd-0403103-111134
Title	Analytical Study on Flood Induced Seepage under River Levees
Degree	Doctor of Philosophy (Ph.D.)
Department	Civil and Environmental Engineering
Advisory Committee	Advisor Name Title Donald D. Adrian Committee Chair Mehmet T. Tumay Committee Member Roger K. Seals Committee Member Vijay P. Singh Committee Member Nan D. Walker Dean's Representative
Keywords	underseepage cumulative transient levee sand boil flood
Date of Defense	2003-02-26
Availability	unrestricted
Abstract A common and potentially dangerous phenomenon associated with flooding is seepage under levees and the formation of sand boils. Seepage flow due to hydrostatic head gradients of floods may cause deformation of pervious layers leading to heave, piping and sand boils. Underseepage may also cause irreversible changes in the characteristics of the porous medium. A series of independent flood events may have cumulative effects on pervious layers causing sand boils to grow. Current underseepage analyses for levees are based on steady-state flow. Transient seepage flow due to rapid changes in river head may contribute to cumulative effects and cause critical hydraulic head development under levees and subsequent sand boil formation. This research examined transient effects on hydraulic head development under levees during a flood event. While the research is focused on levees, this study is applicable to any hydraulic structures (e.g., flood walls, dams, and retaining structures) subject to underseepage. An analytical model was developed for one-dimensional transient flow in a confined aquifer under a levee in response to river stage fluctuations. This analytical model was revised by considering leakage out of confined aquifers to simulate the occurrence of sand boils on the landside of levees. Transient flow nets were also constructed using complex variables. The performance of these analytical models was evaluated by comparing with the limited field studies, current U.S. Army Corps of Engineers underseepage analysis methodology for levees, and a finite element program. The effects of possible cumulative deformations on development of exit hydraulic gradients were also evaluated and discussed. Transient flow models performed reasonably well compared with the limited field studies, the Army Corps seepage analysis method and SEEP2D finite element program. Cumulative analysis of underseepage by the transient flow model simulating sand boil formations showed significant increases in exit hydraulic gradients in response to possible cumulative changes in aquifer characteristics.
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