Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | German |
| Veröffentlicht: |
Köln ; Garching b. München ; Berlin ; Braunschweig
GRS
April 2017
|
| Schriftenreihe: | GRS
430 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Förderkennzeichen BMWi 02 E 10336, 02 E 10548, 02 E 10558, 02 E 11102, 02 E 11213 |
| Beschreibung: | VIII, 206 Seiten Illustrationen, Diagramme |
| ISBN: | 9783946607120 |
Internformat
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| 100 | 1 | |a Kröhn, Klaus-Peter |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| 264 | 1 | |a Köln ; Garching b. München ; Berlin ; Braunschweig |b GRS |c April 2017 | |
| 300 | |a VIII, 206 Seiten |b Illustrationen, Diagramme | ||
| 336 | |b txt |2 rdacontent | ||
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Datensatz im Suchindex
| _version_ | 1804177795306225664 |
|---|---|
| adam_text | TABLE
OF
CONTENT
EXECUTIVE
SUMMARY
1
INTRODUCTION
1.1
BACKGROUND
1.2
OBJECTIVES
.....................................................................................................................
4
1.3
LOOPE
2
TASK
8B:
TASO
-
LOOPING
CALCULATION
7
2.1
OBJECTIVES
7
2.2
APPROACH
G
2.2.1
MODEL
CONCEPT
G
2.2.2
APPROACH
TO
MODELLING
TASK
8
12
2.3
MODEL
SETUP
13
2.3.1
COORDINATES
13
2.3.2
MODEL
DOMAIN
13
2.3.3
DRIFTS
AND
BOREHOLES
14
2.3.4
FRACTURES
16
2.3.5
HYDRAULIC
PROPERTIES
17
2.3.6
HYDRAULIC
BOUNDARY
CONDITIONS
17
2.3.7
INFLUENCE
OF
SALINITY
19
2.3.8
NUMERICAL
GRID
20
2.4
RESULTS
22
2.4.1
PRESSURE
DISTRIBUTION
22
2.4.2
FLOW
VELOCITY
23
2.4.3
WATER
OUTFLOW
25
2.5
DISCUSSION
26
2.6
CONCLUSIONS
AND
RECOMMENDATIONS
27
3
TASK
8C:
BRIE
-
PREDICTION
FOR
CENTRAL
DEPOSITION
HOLE
29
3.1
OBJECTIVES
29
3.2
APPROACH
30
3.3
MODEL
SETUP
30
3.3.1
COORDINATES
30
3.3.2
MODEL
DOMAIN
31
V
3.3.3
DRIFTS
AND
BOREHOLES
.....................................................................................................
31
3.3.4
FRACTURES
.........................................................................................................................32
3.3.5
HYDRAULIC
PROPERTIES
.....................................................................................................
32
3.3.6
HYDRAULIC
BOUNDARY
CONDITIONS
...................................................................................
34
3.3.7
EFFECTS
FROM
GROUNDWATER
SALINITY
...............................................................................
35
3.3.8
CALIBRATION
OF
THE
FLOW
MODEL
.......................................................................................
35
3.3.9
RE-SATURATION
MODEL
.....................................................................................................
37
3.4
RESULTS
............................................................................................................................
39
3.4.1
FLOW
MODEL
....................................................................................................................
39
3.4.2
RE-SATURATION
MODEL
.....................................................................................................
43
3.5
DISCUSSION
.....................................................................................................................
45
3.5.1
MODELLING
RESULTS
...........................................................................................................
45
3.5.2
UNCERTAINTIES
..................................................................................................................
47
3.6
CONCLUSIONS
AND
RECOMMENDATIONS
.........................................................................
51
4
TASK
8D:
PREDICTIONS
FOR
BRIE
AND
WATER
UPTAKE
TEST
.........................................
53
4.1
OBJECTIVES
......................................................................................................................
53
4.2
APPROACH
........................................................................................................................
54
4.2.1
FLOW
MODEL
....................................................................................................................
54
4.2.2
RE-SATURATION
MODEL
.....................................................................................................
55
4.3
MODEL
SETUP
....................................................................................................................
56
4.3.1
COORDINATES
...................................................................................................................
56
4.3.2
MODEL
DOMAIN
................................................................................................................
56
4.3.3
DRIFTS
AND
BOREHOLES
......................................................................................................
57
4.3.4
FRACTURES
.........................................................................................................................
57
4.3.5
HYDRAULIC
PROPERTIES
......................................................................................................
58
4.3.6
HYDRAULIC
BOUNDARY
CONDITIONS
...................................................................................
59
4.3.7
EFFECTS
FROM
GROUNDWATER
SALINITY
...............................................................................
60
4.3.8
CALIBRATION
OF
THE
FLOW
MODEL
.......................................................................................
60
4.3.9
RE-SATURATION
MODEL
FOR
THE
BRIE
AND
THE
WATER
UPTAKE
TEST
.................................
64
4.4
RESULTS
............................................................................................................................
67
4.4.1
FLOW
MODEL
....................................................................................................................
67
4.4.2
RE-SATURATION
MODEL
FOR
THE
BRIE
TEST
.......................................................................
74
4.4.3
WATER
UPTAKE
TEST
..........................................................................................................
79
4.5
DISCUSSION
AND
CONCLUSIONS
........................................................................................
80
VI
5
TASK
8F:
CHECKING
PREDICTIVE
RESULTS
AGAINST
POST-TEST
DATA
...........................
83
5.1
OBJECTIVES
..................................................................................................
83
5.2
APPROACH
.....................................................................................................................
83
5.3
MODEL
SETUP
.................................................................................................................
84
5.3.1
RECONSTRUCTION
OF
THE
TEST
SET-UP
..............................................................................
84
5.3.2
SENSOR
DATA
FOR
KO0017G01
.....................................................................................
87
5.3.3
SENSOR
DATA
FOR
K00018G01
.....................................................................................
92
5.3.4
DATA
FOR
THE
SUSPECTED
VERTICAL
WATER
MIGRATION
......................................................
94
5.3.5
POST-TEST
WATER
CONTENT
DATA
FOR
A
DRY
CROSS-SECTION
...............................................
95
5.3.6
MODEL
FOR
THE
WET
SECTION
OF
K00017G01
................................................................
97
5.3.7
MODEL
FOR
THE
DRY
SECTION
OF
KO0017G01
................................................................
98
5.3.8
MODEL
FOR
VERTICAL
WATER
MIGRATION
.............................................................................
98
5.3.9
MODELS
FOR
THE
ALTERNATIVE
DRY
CROSS-SECTION
............................................................
99
5.4
RESULTS
.........................................................................................................................
100
5.4.1
MODEL
FOR
THE
WET
SECTION
OF
K00017G01
..............................................................
100
5.4.2
MODEL
FOR
THE
DRY
SECTION
OF
KO0017G01
..............................................................
101
5.4.3
MODEL
FOR
VERTICAL
WATER
MIGRATION
...........................................................................
102
5.4.4
MODELS
FOR
THE
ALTERNATIVE
DRY
CROSS-SECTION
..........................................................
102
5.4.5
COMPARISON
OF
BLIND
PREDICTIONS
WITH
CALIBRATED
MODEL
........................................
106
5.5
DISCUSSION
.................................................................................................................108
5.6
CONCLUSIONS
AND
RECOMMENDATIONS
.......................................................................
111
6
SUMMARY
AND
CONCLUSIONS
..................................................................................
115
6.1
SUMMARY
...................................................................................................................
115
6.2
CONCLUSIONS
...............................................................................................................117
6.3
EVALUATION
..................................................................................................................
118
6.4
OPEN
ISSUES
...............................................................................................................119
6.5
COMMENTS
AND
RECOMMENDATIONS
........................................................................
119
REFERENCES
...............................................................................................................
121
TADLE
OF
FIGURES
.......................................................................................................
127
LIST
OF
TABLES
.............................................................................................................
131
APPENDIX
A
FRACTURE
PERMEABILITY
...............................................................................
133
A.
1
T
RANSMISSIVITY
............................................................................................................133
A.
2
FRACTURE
APERTURE
.......................................................................................................
134
VII
A.
3
PERMEABILITY
..................................................................................................................
135
APPENDIX
B
BASICS
FOR
A
STATISTICAL
DISCRETE
FRACTURE
NETWORK
..............................
137
B.
1
DESCRIBING
THE
ORIENTATION
OF
FRACTURES
......................................................................137
B.
2
DIRECTIONAL
STATISTICS
....................................................................................................
139
B.
3
DIRECTIONS
......................................................................................................................
140
B.
4
INTENSITY
.........................................................................................................................140
APPENDIX
C
INFLUENCE
OF
CES
ON
BREAKTHROUGH
TIMES
..............................................
143
C.
1
INTRODUCTION
...................................................................................................................143
C.
2
A
SIMPLIFIED
BALANCE
EQUATION
FOR
UNSATURATED
FLOW
.................................................143
0.3
SPECIFYING
THE
SATURATION-DEPENDENT
TERM
R
............................................................. 146
0.4
SERIES
1
-
CES
FROM
LITERATURE
....................................................................................149
0.5
SERIES
2
-
SCALED
RETENTION
CURVES
............................................................................152
0.6
SERIES
3
-
BROOKS
AND
COREY
APPROACH
....................................................................156
0.7
SERIES
4
-
ALTERNATIVE
RPS
.........................................................................................
159
0.8
SERIES
5
-
REDUCED
MODEL
SIZE
...................................................................................
162
0.9
SERIES
6
-
GRID
CONVERGENCE
.......................................................................................163
C.
10
SUMMARY
AND
CONCLUSIONS
.........................................................................................
164
APPENDIX
D
EXTRACTION
OF
PRESSURE
BOUNDARY
CONDITIONS
......................................
167
APPENDIX
E
EVIDENCE
FOR
THE
SKIN
EFFECT
......................................................................
173
APPENDIX
F
ADVANCING
THE
BOUNDARY
CONDITION
OF
VIPER
......................................
179
APPENDIX
G
QUESTIONNAIRE
ABOUT
MODEL
UNCERTAINTY
...............................................
183
VIII
|
| any_adam_object | 1 |
| author | Kröhn, Klaus-Peter |
| author_facet | Kröhn, Klaus-Peter |
| author_role | aut |
| author_sort | Kröhn, Klaus-Peter |
| author_variant | k p k kpk |
| building | Verbundindex |
| bvnumber | BV044467317 |
| classification_tum | NUC 801f |
| ctrlnum | (OCoLC)1004328265 (DE-599)DNB1138950009 |
| discipline | Energietechnik, Energiewirtschaft |
| format | Book |
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| genre_facet | Forschungsbericht |
| id | DE-604.BV044467317 |
| illustrated | Illustrated |
| indexdate | 2024-07-10T07:53:45Z |
| institution | BVB |
| isbn | 9783946607120 |
| language | German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-029867825 |
| oclc_num | 1004328265 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM DE-12 |
| owner_facet | DE-91 DE-BY-TUM DE-12 |
| physical | VIII, 206 Seiten Illustrationen, Diagramme |
| publishDate | 2017 |
| publishDateSearch | 2017 |
| publishDateSort | 2017 |
| publisher | GRS |
| record_format | marc |
| series | GRS |
| series2 | GRS |
| spelling | Kröhn, Klaus-Peter Verfasser aut Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB Köln ; Garching b. München ; Berlin ; Braunschweig GRS April 2017 VIII, 206 Seiten Illustrationen, Diagramme txt rdacontent n rdamedia nc rdacarrier GRS 430 Förderkennzeichen BMWi 02 E 10336, 02 E 10548, 02 E 10558, 02 E 11102, 02 E 11213 (DE-588)4155043-2 Forschungsbericht gnd-content GRS 430 (DE-604)BV008889593 430 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=029867825&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Kröhn, Klaus-Peter Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB GRS |
| subject_GND | (DE-588)4155043-2 |
| title | Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| title_auth | Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| title_exact_search | Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| title_full | Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| title_fullStr | Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| title_full_unstemmed | Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| title_short | Hydraulic interaction of engineered and natural barriers - task 8b-8d and 8f of SKB |
| title_sort | hydraulic interaction of engineered and natural barriers task 8b 8d and 8f of skb |
| topic_facet | Forschungsbericht |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=029867825&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV008889593 |
| work_keys_str_mv | AT krohnklauspeter hydraulicinteractionofengineeredandnaturalbarrierstask8b8dand8fofskb |