CRAFT project PLAXIS developments 2002-2004 - PowerPoint PPT Presentation

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CRAFT project PLAXIS developments 2002-2004

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PLAXIS FINITE ELEMENT CODE FOR SOIL AND ROCK ANALYSES ... Grout. Pipe-out. h1. T1. h2. T2. T3. Tair. Challenges in Geothermal. Heating Systems ... – PowerPoint PPT presentation

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Title: CRAFT project PLAXIS developments 2002-2004


1
NEW AND CLASSICAL APPLICATIONS OF HEAT FLOW
STUDIES Aachen (Germany), October 4-7, 2004
Efficient 3D Finite Element Analysis for
Geothermal Heating and Cooling Systems
Rafid al Khoury PLAXIS bv / Delft University of
Technology
Dirk Leyens EnBW Energie Baden-Württemberg AG
Thomas Kölbel Birkenfeld Ralf Schramedei Stadtwer
ke Düsseldorf

2
Objectives
  • Development
  • of
  • Computationally EFFICIENT 3D Finite Element
  • Tools
  • for
  • Geothermal Analysis and Heat Pipe Design

3
Heat Flow in GeothermalHeating Systems
  • Conduction Convection

4
Challenges in GeothermalHeating Systems
Extreme disproportionate geometries !!
Slenderness ratio 1/5000
5
Limitations of Current Techniques
  1. Analytical Techniques Too many simplifications
  2. Finite Difference Technique Limited in
    geometrical simulation
  3. Finite Element Technique Computationally
    extremely expensive

6
Current Techniques
Top View
Finite Element Method
3D Finite Element Mesh
10 m
10 m
10 m
Aspect Ratio
Element no. 4466
7
Current Techniques
Finite Element Method
using aspect ratio 5 leads, for 10 m depth
80 000 element 100 m depth 800 000
element 150 m depth 1 200 000 element
8
New Approach
Criteria
A 3D model Heat pipe, Layered media,
Conduction, Convection, Groundwater Flow. A
computationally efficient tool3D finite element
tools that can be used for everyday engineering
practice.
Approach
Development of a New Finite Element for the heat
pipe Reduction of finite element mesh size from
hundred of thousands of elements to few hundreds!
9
Numerical Example
Transient and Steady StateCalculations
Pipe Double U-shape Pipe length 100m Soil
150m x 150m x 100m T_in 5 ?C Initial
temperature in soil 20 ?C
Finite Element Mesh
10
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11
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12
Output Results
Temperature distribution
13
GWF Effect
Pipe Double U-shape Pipe length
100m T_in 5 ?C Initial
temperature in soil Left 30 ?C Right
20 ?C Initial GW heads in soil Left 150
m Right 148 m
14
30 min.
60 min.
15
Model Validation
Comparison with Measurements
16
Measured Data
Field test at Leutkirch
17
Numerical Simulation
Pipe Double U-shape Pipe length 100m Soil
40m x 150m x 40m T_in variable
Soil temp. profile
Finite Element Mesh
18
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19
Measured vs. Calculated
20
More Examples
Multiple layers and pipes
21
More Examples
GWF Effect
22
More Examples
Air Temperature Effect
23
Conclusions
  • The model is capable to simulate transient and
    steady state conditions.
  • Small mesh size is sufficient.
  • The model is useful to
  • Engineers improve their
    design.Researchers introduce new criteria for
    better design.Technologists improve the BHE
    system components.
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