[L18] Geothermal energy

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Last updated 8:29 PM on 4/17/26
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29 Terms

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Geothermal energy forms

geothermal energy systems assume a wide variety of forms, generally classified according to the operating temperatures


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High temperature geothermal energy functioning

  • water flows into an area closer to a heat source (hot rocks or magma) → increase water temperature → creates steam or water reservoirs

  • wells are drilled to bring steam to the surface

  • water as vapour is injected into turbines → generates electricity


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Why do we need to drill to access the vapour

Crystalline rock covered by low conductivity sediments

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Closed-loop system Cornwall

Extraction → power production → lithium extraction → reinjection

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Advantages / disadvantages for geothermal energy

24/7 electricity generation (deep energy)

renewable (for shallow energy if managed properly but needs electricity for heat pump)

low emissions


but


limited high-temp locations

complex design (thermal + hydraulic + mechanical)

risk of thermal depletion

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Shallow ground heat sources

heating only
most heat extracted is recharged through solar → considered renewable & sustainable

heat can be stored in ground during summer (sink) and used in winter

uses heat pumps

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Conventional geothermal system

Natural hot water / steam resevoirs, volcanic areas

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EGS

Enhanced geothermal systems

Inject water at high pressure → creates fractures → circulate → extract

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Closed loop system

fluid circulates in pipes and warms up

  • vertical loops (borehole heat exchangers)

  • horizontal loops (slinky system)


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Heat pump

  • heat absorbed from water → refrigerant in pump evaporates

  • goes through compressor → increases pressure and temperature

  • circulates through heat exchanger

  • condenses back to a liquid and passes through expansion valve lowering its pressure and temperature


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Open-loop

extract groundwater directly from aquifer

heat exchanged → water reinjected

depends on groundwater flow (convection)


Injection well (hot water in)
Abstraction well (cold water out)

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Thermo-active structures

infrastructure with built in heat exchangers

piles, tunnels, retaining walls

provides heating + cooling + structural function

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Geothermal energy applications

  • District heating (e.g. Paris)

  • Building heating/cooling

  • Underground heat exchangers (e.g. metro systems)

  • Ice rinks (heat recovery)

  • Road de-icing

  • Energy storage

  • “Geothermal city” concept → thermo-active foundations

  • Thermo-active foundations


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Thermo active tunnel

pipes in tunnel lining

normal heat exchanger, cooler in summer and heater in winter

cheap → no added infrastructure

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Ice rink

pipes under ice absorb heat to keep it frozen → heat pump → ground loop

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Change in heat content

= diffusion (conduction) + advection (convection)

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Fourier’s law

q = rate of heat transfer

in W/(mK)

lambda = thermal conductivity J/S

<p>q = rate of heat transfer</p><p>in W/(mK)</p><p>lambda = thermal conductivity J/S</p>
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Conduction

heat transfer through solids

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Convection

heat transfer via moving fluids

controlled by permeability

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Specific heat capacity

J/kg/K

energy required by 1kg of material to increase t by 1K

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Volumetric heat capacity

J/m3/K

energy required by 1m3 of material to increase its temperature by 1K

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Thermal conductivity

rate at which heat is transfer by conduction

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Permeability

controls the amount of heat transferred through convection

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Field vs lab techniques to measure thermal conductivity & heat capacity

Field

  • needle probes

  • thermal reponse test TRT


Lab

  • sensors


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Main goal of design principles

Avoid thermal depletion

→ predict temp in ground (numerical or expressions)

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Closed loop systems design procedures

  • determine ground thermal conductivity

  • determine extraction rate as a function of thermal conductivity and ground temperature

  • calculate required borehole length


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Open loop design

  • reinjected water may return too quickly → reduces efficiency

Must consider:

  • well spacing (larger = better = longer use)


  1. Calculate distance for minimal risk of thermal breakthrough

  • flow rate

  • permeability

  1. Time for breakthrough w or w/out regional hydraulic gradient

  • volumetric heat capacity


<ul><li><p>reinjected water may return too quickly → reduces efficiency</p></li></ul><p>Must consider:</p><ul><li><p>well spacing (larger = better = longer use)</p></li></ul><p></p><ol><li><p>Calculate distance for minimal risk of thermal breakthrough</p></li></ol><ul><li><p>flow rate</p></li><li><p>permeability</p></li></ul><ol start="2"><li><p>Time for breakthrough w or w/out regional hydraulic gradient</p></li></ol><ul><li><p>volumetric heat capacity</p></li></ul><p></p>
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Thermo-active structures design

Concerns:

  • structural safety

  • adjacent soil strength & stiffness

  • thermal stresses


Heating → expansion → increased stresses

Cooling → contraction


Must estimate temperature field

Take into account foundation displacements and ground movements

Numerical analysis needed


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Thermo active pile

expand when heated → soil restrains deformation → increase in axial force

opposite for cooling