New experimental and modelling techniques to investigate the fractured porous system:
Saved in:
| Main Author: | |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Tübingen
Lehrstuhl für Angewandte Geologie
1999
|
| Series: | [Tübinger geowissenschaftliche Arbeiten / C]
52 |
| Subjects: | |
| Online Access: | Inhaltsverzeichnis |
| Item Description: | Zugl.: Tübingen, Univ., Diss. |
| Physical Description: | XXIII, 170 Seiten Illustrationen, graphische Darstellungen |
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| 100 | 1 | |a McDermott, Christopher I. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a New experimental and modelling techniques to investigate the fractured porous system |c Christopher I. McDermott |
| 264 | 1 | |a Tübingen |b Lehrstuhl für Angewandte Geologie |c 1999 | |
| 300 | |a XXIII, 170 Seiten |b Illustrationen, graphische Darstellungen | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a [Tübinger geowissenschaftliche Arbeiten / C] |v 52 | |
| 500 | |a Zugl.: Tübingen, Univ., Diss. | ||
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Record in the Search Index
| _version_ | 1807323033930563584 |
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| adam_text |
INDEX
PAGE
CONTENTS
VII
LIST
OF
FIGURES
XI
LIST
OF
TABLES
XVII
ABSTRACTS
OF
PUBLICATIONS
FOR
JOURNALS
RESULTING
FROM
THIS
WORK
UP
TO
AUGUST
1999.
XIX
1
INTRODUCTION
.
1
2
CONCEPT
OF
AND
STRUCTURE
OF
THESIS
.
3
3
THE
AQUIFER
ANALOGUE
APPROACH
3.1
INTRODUCTION
.
7
3.2
AQUIFER
ANALOGUE
APPROACH
.
7
3.3
THE
BUILDING
BLOCKS,
MATRIX
AND
FRACTURES
.
8
3.4
THE
SCALE
OF
MEASUREMENT
AND
INTERPRETATION
.
8
3.5
IMPLEMENTATION
OF
THE
AQUIFER
ANALOGUE
CONCEPT
IN
THIS
THESIS
.
11
4
FLOW
AND
TRANSPORT
IN
FRACTURED
POROUS
MEDIA
4.1
INTRODUCTION
.
13
4.2
FLOW
OF
FLUIDS
.
13
4.3
LAMINAR
AND
TURBULENT
FLOW
REGIMES
.
14
4.4
FLOW
IN
POROUS
MEDIA
.
14
4.5
DARCY
'
S
LAW
.
15
4.6
SLIP
FLOW
IN
POROUS
MEDIA
.
16
4.7
FLOW
IN
FRACTURED
ROCK
.
16
4.8
TRANSPORT
IN
A
POROUS
FRACTURED
MEDIUM
.
19
4.9
STEADY
STATE
DIFFUSION
.
21
4.10
UNSTEADY
STATE
DIFFUSION
.
22
4.11
MULTI-DIMENSIONAL
DIFFUSION
.
23
4.12
COMBINATION
OF
DISPERSION
AND
DIFFUSION
.
23
4.13
MATHEMATICAL
DESCRIPTION
OF
TRANSPORT
.
23
4.14
MATRIX
FRACTURE
EXCHANGE
.
24
5
SAMPLE
RECOVERY,
PREPARATION
AND
DESCRIPTION
5.1
INTRODUCTION
.
25
5.2
SAMPLING
CONCEPT
.
25
5.3
BENCH
SCALE
SAMPLE
RECOVERY
TECHNIQUE
.
27
5.4
RECOVERY
OF
THE
BLOCK
SAMPLE
.
31
5.5
DESCRIPTION
OF
THE
FRACTURE
SYSTEM
.
32
6
EXPERIMENTAL
METHODS
6.1
INTRODUCTION
.
35
6.2
PNEUMATIC
TOMOGRAPHY
.
35
6.3
EXPERIMENTAL
CELL
DESIGN:
THE
MULTI
INPUT
OUTPUT
JACKET
.
35
6.4
MEASUREMENT
OF
THE
FLOW
FIELD
.
37
6.5
MEASUREMENT
OF
THE
TRANSPORT
CHARACTERISTICS
.
39
6.6
MEASURED
EXPERIMENTAL
DATA
.
44
6.7
HYDRAULIC
TOMOGRAPHY
FOR
THE
BENCH
SCALE
SAMPLES
.
44
6.8
PNEUMATIC
TOMOGRAPHY:
BLOCK
SCALE
SAMPLE
.
46
7
EXPERIMENTAL
RESULTS
7.1
INTRODUCTION
.
49
7.2
STRUCTURE
OF
CHAPTER
.
50
7.3
PHYSICAL
PARAMETERS
.
51
7.3.1
PARAMETERS
AVAILABLE
FROM
THE
LITERATURE
.
51
7.3.2
PARAMETERS
DETERMINED
FROM
THE
SAMPLES
.
52
7.4
FRACTURES
SYSTEMS
AND
PORT
POSITIONS
.
55
7.4.1
SAMPLE
PLO1
.
56
7.4.2
SAMPLE
PLT4
.
59
7.4.3
SAMPLE
HE2
.
63
7.4.4
SAMPLE
HE4
.
67
7.4.5
THE
BLOCK
.
71
7.5
SAMPLE
GEOMETRY
.
89
7.5.1
CALCULATION
OF
THE
INTERPORT
GEOMETRICAL
RELATIONSHIPS
FOR
CYLINDRICAL
SAMPLES
89
7.6
FLOW
AND
TRANSPORT
.
93
8
ANALYSIS
OF
THE
FLOW
RESULTS
USING
A
ONE
DIMENSIONAL
FLOW
AND
TRANSPORT
MODEL
8.1
INTRODUCTION
.
97
8.2
ONE
DIMENSIONAL
FLOW
MODEL
.
97
8.3
INTERPRETATION
OF
THE
FLOW
RESULTS
APPLYING
A
ONE
DIMENSIONAL
FLOW
MODEL
.
99
8.4
INTERPRETATION
OF
THE
TRANSPORT
RESULTS
APPLYING
THE
ONE
DIMENSIONAL
TRANSPORT
MODEL
.
117
8.5
CALCULATION
OF
POROSITY
BASED
ON
THE
FLOW
AND
TRANSPORT
INFORMATION
.
121
9
MULTIDIMENSIONAL
FLOW
AND
TRANSPORT
MODEL
9.1
INTRODUCTION
.
123
9.2
THE
MODELLING
APPROACH
.
123
9.2.1
INTRODUCTION
TO
FLOW
FIELD
GEOMETRY,
EXPERIMENTAL
AND
FIELD
.
123
9.2.2
MULTIDIMENSIONAL FLOW
MODELLING
.
127
9.2.3
MULTIDIMENSIONAL
TRANSPORT
MODELLING
.
129
9.2.4
MODELLING
FLOW
AND
TRACER
TRANSPORT
FOR
DIRECT
FLOW
PATH
LENGTHS
SMALLER
THAN
THE
DIAMETER
OF
THE
MIO
J
.
129
9.2.6
BOUNDARY
CONDITIONS
.
131
9.2.7
COMPLETE
AND
INCOMPLETE
MODEL
SHELLS
.
133
9.3
MODEL
VALIDIFICATION
AND
VERIFICATION
.
134
9.3.1
INTRODUCTION
.
134
9.3.2
VALIDIFIACTION
WITH
FLOW
DATA
OBTAINED
FROM
THE
MIOJ
FOR
INTEGRAL
SYSTEMS
.
134
9.3.3
VERIFICATION
OF
THE
MULTI-SHELL
MODEL
WITH
FLOW
AND
TRANSPORT
DATA
OBTAINED
USING
THE
MIOJ
AND
DATA
PREDICTED
BY
A
FINITE
ELEMENT
MODEL
FOR
INTEGRAL
SYSTEMS
.
135
9.3.4
VALIDIFICATION
OF
THE
MULTI-SHELL
MODEL
WITH
FLOW
AND
TRANSPORT
DATA
OBTAINED
FROM
THE
MIOJ
FOR
INTEGRAL
THREE
DIMENSIONAL
FLOW
FIELDS
WITH
PATH
LENGTHS
SHORTER
THAN
THE
DIAMETER
OF
THE
SAMPLE
.
136
9.3.5
VERIFICATION
OF
THE
MULTI-SHELL
MODEL
WITH
FLOW
AND
TRANSPORT
DATA
OBTAINED
FROM
THE
MIOJ
FOR
INTEGRAL
COMBINED
TWO
AND
THREE
DIMENSIONAL
FLOW
FIELDS
.
140
9.3.6
VALIDIFICATION
OF
THE
MULTI-SHELL
MODEL
WITH
FLOW
AND
TRANSPORT
DATA
OBTAINED
FROM
THE
MIOJ
FOR
DISCRETE
FRACTURES
COUPLED
WITH
MATRIX
.
141
9.3.7
SUMMARY
OF
THE
HYDRAULIC
CONDUCTIVITIES
PREDICTED
BY
THE
MULTI-SHELL
MODEL
FOR
A
VARIETY
OF
FLOW
GEOMETRIES
IN
THE
SAME
SAMPLE
.
143
9.3.8
FUTHER
APPLICATIONS
OF
THE
MULTI-SHELL
MODEL
.
144
9.4
CHARACTERISTICS
OF
A
MULTI-DIMENSIONAL
FLOW
MODEL
COMPARED
TO
A
ONE
DIMENSIONAL
FLOW
MODEL
.
147
9.4.1
RELATIONSHIP
OF
DIRECT
FLOW
PATH
LENGTH
TO
APPARENT
HYDRAULIC
CONDUCTIVITY,
POROSITY
AND
DISPERSION
AS
DERIVED
FROM
THE
ONE
DIMENSIONAL
MODEL
.
147
9.4.2
TRACER
DISTRIBUTION
IN
A
2D
AND
3D
SYSTEM
.
148
9.5
APPLICATION
OF
THE
MULTI-SHELL
MODEL
FOR
THE
INTERPRETATION
OF
THE
EXPERIMENTAL
PNEUMATIC
FLOW
AND
TRANSPORT
DATA
.
150
9.5.1
PRINCIPLE
BEHIND
THE
INTERPRETATION
.
150
9.5.2
MODEL
INPUT
PARAMETERS
.
150
9.5.3
ANALYSIS
OF
TWO
DIMENSIONAL
FLOW
FIELDS
.
152
9.5.4
ANALYSIS
OF
THREE
DIMENSIONAL
FLOW
FIELDS
.
157
9.5.5
APPLICATION
OF
THE
MULTI-SHELL
MODEL
TO
ANALYSES
DATA
FROM
THE
BLOCK
SCALE
SAMPLE
.
161
9.6
SUMMARY
OF
THE
MULTI-SHELL
MODELLING
APPROACH
.
162
10
SUMMARY
.
163
REFERENCES
.
169
APPENDIX
I:
TABLES |
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| genre | (DE-588)4113937-9 Hochschulschrift gnd-content |
| genre_facet | Hochschulschrift |
| id | DE-604.BV013598790 |
| illustrated | Illustrated |
| indexdate | 2024-08-14T01:05:57Z |
| institution | BVB |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-009288434 |
| oclc_num | 48646551 |
| open_access_boolean | |
| owner | DE-12 DE-29 DE-91 DE-BY-TUM DE-188 |
| owner_facet | DE-12 DE-29 DE-91 DE-BY-TUM DE-188 |
| physical | XXIII, 170 Seiten Illustrationen, graphische Darstellungen |
| publishDate | 1999 |
| publishDateSearch | 1999 |
| publishDateSort | 1999 |
| publisher | Lehrstuhl für Angewandte Geologie |
| record_format | marc |
| series2 | [Tübinger geowissenschaftliche Arbeiten / C] |
| spelling | McDermott, Christopher I. Verfasser aut New experimental and modelling techniques to investigate the fractured porous system Christopher I. McDermott Tübingen Lehrstuhl für Angewandte Geologie 1999 XXIII, 170 Seiten Illustrationen, graphische Darstellungen txt rdacontent n rdamedia nc rdacarrier [Tübinger geowissenschaftliche Arbeiten / C] 52 Zugl.: Tübingen, Univ., Diss. Aquifers Poröser Stoff (DE-588)4046811-2 gnd rswk-swf Klüftung (DE-588)4198409-2 gnd rswk-swf Grundwasserleiter (DE-588)4022375-9 gnd rswk-swf Modell (DE-588)4039798-1 gnd rswk-swf Grundwasserstrom (DE-588)4121396-8 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Grundwasserleiter (DE-588)4022375-9 s Klüftung (DE-588)4198409-2 s Poröser Stoff (DE-588)4046811-2 s Grundwasserstrom (DE-588)4121396-8 s Modell (DE-588)4039798-1 s DE-604 C] [Tübinger geowissenschaftliche Arbeiten 52 (DE-604)BV005404630 52 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009288434&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | McDermott, Christopher I. New experimental and modelling techniques to investigate the fractured porous system Aquifers Poröser Stoff (DE-588)4046811-2 gnd Klüftung (DE-588)4198409-2 gnd Grundwasserleiter (DE-588)4022375-9 gnd Modell (DE-588)4039798-1 gnd Grundwasserstrom (DE-588)4121396-8 gnd |
| subject_GND | (DE-588)4046811-2 (DE-588)4198409-2 (DE-588)4022375-9 (DE-588)4039798-1 (DE-588)4121396-8 (DE-588)4113937-9 |
| title | New experimental and modelling techniques to investigate the fractured porous system |
| title_auth | New experimental and modelling techniques to investigate the fractured porous system |
| title_exact_search | New experimental and modelling techniques to investigate the fractured porous system |
| title_full | New experimental and modelling techniques to investigate the fractured porous system Christopher I. McDermott |
| title_fullStr | New experimental and modelling techniques to investigate the fractured porous system Christopher I. McDermott |
| title_full_unstemmed | New experimental and modelling techniques to investigate the fractured porous system Christopher I. McDermott |
| title_short | New experimental and modelling techniques to investigate the fractured porous system |
| title_sort | new experimental and modelling techniques to investigate the fractured porous system |
| topic | Aquifers Poröser Stoff (DE-588)4046811-2 gnd Klüftung (DE-588)4198409-2 gnd Grundwasserleiter (DE-588)4022375-9 gnd Modell (DE-588)4039798-1 gnd Grundwasserstrom (DE-588)4121396-8 gnd |
| topic_facet | Aquifers Poröser Stoff Klüftung Grundwasserleiter Modell Grundwasserstrom Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009288434&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV005404630 |
| work_keys_str_mv | AT mcdermottchristopheri newexperimentalandmodellingtechniquestoinvestigatethefracturedporoussystem |