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1
Geotechnical Engineering and Applications
– CE 3413 –
Jie Huang, Ph.D., PE
University of Texas-San Antonio
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Topic – 7
Permeability & Seepage (Chapter 7 & 8)
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Chapter 7 Permeability Bernoulli Equation (7.1) Darcy’s Law (7.2) Permeability (hydraulic conductivity) (7.3) Tests for permeability (7.4) Equivalent permeability in stratified soil (7.8)
Lab testing (7.4)
Field testing (7.9)
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Bernoulli’s Equation
Pressure head
Velocity head
Elevation head
Total head
Even though the units of these heads are the same as the units of length, they represents the energy.
Unit: inches, feet, yards
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Hydraulic Gradient Point A:
Point B:
Hydraulic gradient (In reality it is the energy loss per unit flow distance).
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Darcy’s Law
Permeability (hydraulic conductivity)
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Application of Darcy’s Law
(Darcy’s Law)
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Darcy’s Law
Real velocity (seepage velocity)
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Permeability
•Fluid viscosity •Pore size distribution •Grain size distribution •Void ratio •Roughness of mineral particles •etc.
K= f(fluid, viscosity, size distribution, void ratio,……)
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Typical Permeability Values
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Lab Tests for Permeability
Constant Head Test Falling Head Test
Constant Head Test
constant
Given: Flow distance, L Cross-section area, A Water head, h Measurements: Time, t Volume of water, Q
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Falling Head Test Given: Flow distance, L Cross-section area, A Standpipe cross-section, a
Measurements: Time, t Water head, h1 and h2
L
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Falling Head Test Given: L, A, a
Measurements: t, h1, h2
L
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Exercise Ask: q
Given: the sketch
Equivalent Hydraulic Conductivity in Stratified Soil
SW, k1
SP, k3 SC, k2
MH, k4
Flow perpendicular to layers
SW, k1
SP, k3 SC, k2
MH, k4
Flow parallel to layers
Then, how to use Darcy’s law,
How to determine k
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Flow Perpendicular to Layers
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Flow Parallel to Layers
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Exercises
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Field Tests for Permeability Pumping from Wells
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1: Underlain by Impermeable Layer
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2: Confined by Impermeable Layer
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Chapter 8 Seepage Laplace Equation for continuity (8.1) Continuity Equation to solve simple problems (8.2) Flow net (8.3) Seepage calculation from flow net (8.4) Uplift pressure under hydraulic structures (8.7)
Laplace Equation of Continuity Governing equation:
Continuity equation
&, if (isotropic)
Using Continuity Equation to Solve Simple Problem
(A1 and A2 are constants .)
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Flow Net
Flow line: the path water “particle” travels
Equipotential line: a line along which the water heads are equal
Principle of flow net: flow lines are perpendicular to equipotential lines
Flow Net Components
Equipotential line
Flow line
After Philip Bedient Rice University
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Flow Net Formulation
Nf: number of flow channels Nd: number of potential drops
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How to Draw Flow Net Drawing Method:
1. Draw to a convenient scale the geometry of the flow field.
2. Establish constant head and no-flow boundary conditions
3. Draw one or two flow lines and equipotential lines near the boundaries.
4. Sketch intermediate flow lines and equipotential lines by smooth curves
adhering to right-angle intersections and square grids. Where flow direction is a
straight line, flow lines are an equal distance apart and parallel.
5. Continue sketching until a problem develops. Each problem will indicate
changes to be made in the entire net. Successive trials will result in a
reasonably consistent flow net.
6. In most cases, 5 to 10 flow lines are usually sufficient. Depending on the
number of flow lines selected, the number of equipotential lines will
automatically be fixed by geometry and grid layout. After Philip Bedient Rice University
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Non-square Grid Flow Net (square grids)
(rectangular grids)
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Example
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Questions!!!