Methods for determining hydraulic conductivity + Tracer methods

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15 Terms

1
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Why are hydraulic properties of groundwater important?

  • Slope stability and seepage (Versickerung) control

  • planning of control and monitoring measures for geotechnical projects

  • Drainage for open pit mines

  • Effects of seepage water from mine tailings

  • Barrier wells and control barriers (for conatminated groundwater)

  • Environmental impact assessment

  • planning of suitable drinking water wells or site for landfills

2
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What methods exist to determine groundwater properties?

  • calculated from the grain size curves

  • laboratory methods

  • field methods

3
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How does the grain size curve function?

e.g. d10 is the grain diameter at which 10% of the sample is finer than the respective grain size value

<p>e.g. d10 is the grain diameter at which 10% of the sample is finer than the respective grain size value</p>
4
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What is considered when calculating hydraulic properties from the grain size curve?

considering:

  • packing type (how much space is between the graines?)

  • Uniformity coefficient Cu=d60/d10​​ → how uniform is the sample?

  • Coefficient of curvature Cc = (d302 / d60*d10)

    • Soils are considered uniform if Cu < 4 and Cc between 1-3

    • lower uniformity → higher dispersivity

  • Temperature

    • increase of T leads to decrease of viscosity, which again leads to increase of kf

<p>considering:</p><ul><li><p>packing type (how much space is between the graines?)</p></li><li><p>Uniformity coefficient C<sub>u</sub>=d<sub>60</sub>/d<sub>10</sub>​​ → how uniform is the sample?</p></li><li><p>Coefficient of curvature C<sub>c</sub> = (d<sub>30</sub><sup>2 </sup>/ d<sub>60</sub>*d<sub>10</sub>)</p><ul><li><p>Soils are considered uniform if C<sub>u </sub>&lt; 4 and C<sub>c</sub> between 1-3</p></li><li><p>lower uniformity → higher dispersivity</p></li></ul></li><li><p>Temperature </p><ul><li><p>increase of T leads to decrease of viscosity, which again leads to increase of k<sub>f</sub></p></li></ul></li></ul><p></p>
5
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Formulas to calculate the hydraulic conductivity from grain size curve.

Kozeny formula

  • good for homogenous material e.g. river sand

  • Takes porosity, grain shape factor (r), and viscosity into account

Therzagi formula

  • used for very fine clay

Beyer & Schweiger formula

  • can be used for everything

  • includes the uniformity coefficient CU

Hazel formula

  • only used for fine, uniform material CU < 4

6
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Labaroty methods - Porosity

Sand: 0.26-0.43

Organic clay: 0.5-0.75

→ clay has much more pores altough much smaller than sand and hence porosity is larger (porosity ≠ permeability)!!

<p>Sand: 0.26-0.43</p><p>Organic clay: 0.5-0.75 </p><p>→ clay has much more pores altough much smaller than sand and hence porosity is larger (porosity ≠ permeability)!!</p>
7
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Laboratory method - Permeameter

knowt flashcard image
8
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Difference between Permeability (K) vs. Hydraulic Conductivity kf

  • K [m2] only depends on the material

  • kf [m/s] depends on material and fluid flowing through it

<ul><li><p>K [m<sup>2</sup>] only depends on the material</p></li><li><p>k<sub>f </sub>[m/s] depends on material and fluid flowing through it</p></li></ul><p></p>
9
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Why do we need tracer tests? What are fields of application?

to determine…

  • source of water

  • subsurface flow paths

  • flow directions

  • flow velocity

  • catchment areas

  • residence times

  • mixing processes (e.g. with surface water)

  • discharge rates

  • contaminant transport processess

applications:

  • Fractured, pore, and karst aquifers

  • Unsaturated (vadose) and saturated zone

  • Rivers, streams, lakes, glaciers

  • Column tests in the laboratory

10
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Explain the transport mechanisms in the soil.

  • Advection

    • mass transport with water flow

  • Dispersion

    • mass transport due to velocity fluctuations

  • Diffusion

    • mass transport due to concentration gradient

  • Reactions (chemical/biological processes)

11
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What types of tracer tests do you know?

Simple tracer test

  • to characterize flow paths

  • 1 input location, 1 tracer, 1 or more sampling sites

Combined tracer test

  • to determine boundaries of catchment area

  • with different tracers at different input points

Comparative tracer test

  • simultaneous introduction of different tracers at one input location

Repeated tracer test

  • same test setup at different discharge conditions

12
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What types or tracers do you know?

Artificial

  • uranine, bromide

  • colloidal tracers (mimic microorganisms or particles in groundwater e.g. bacteriophages or spores)

  • DNA based tracers (free or encapsulated)

Natural

  • isotopes

  • Salt NaCl

  • chemical tracers e.g. PFAS

  • Pharamceuticals…

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Other classification of Tracers

  • fluorescent tracers (Uranine)

  • Salt tracers

  • chemical tracers

  • stable and radioactive isotopes (e.g. Deuterium)

14
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Fluorescent tracer

  • organic substance containing aromatic groups and exhibiting the optical property of fluorescence

  • good: very low detection limit

  • bad: can sorb especially to gravel

15
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What is the transport of pathogenic Viruses in Groundwater depending on

  • water saturation

  • flow rate

  • ionic strength and pH