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This chapter contains sections titled:
General
Pressure, “Head,” and Total Head
Darcy's Law
Measurement of Permeability
General Expression for Seepage in a Soil Mass
Steady‐State Flow, Laplace Equation, and Flow Nets
Critical Hydraulic Gradient (and “Quicksand”)
Unconfined Flow Nets and Approximations in Conventional Formulation
Use of Filters in Designed Structures
Vertical Flow Through Single Layers and Multilayers
Note on Groundwater Studies and Groundwater Mechanics
Flow into Excavations, Drains, and Wells
References
Exercises
This chapter contains sections titled:
General
Pressure, “Head,” and Total Head
Darcy's Law
Measurement of Permeability
General Expression for Seepage in a Soil Mass
Steady‐State Flow, Laplace Equation, and Flow Nets
Critical Hydraulic Gradient (and “Quicksand”)
Unconfined Flow Nets and Approximations in Conventional Formulation
Use of Filters in Designed Structures
Vertical Flow Through Single Layers and Multilayers
Note on Groundwater Studies and Groundwater Mechanics
Flow into Excavations, Drains, and Wells
References
Exercises
Permeability and Seepage
Wesley, Laurence D. (author)
2009-08-07
31 pages
Article/Chapter (Book)
Electronic Resource
English
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|The influence of the permeability model in unconfined seepage problems
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|