Holdings: Flow and transport in fractured porous media

$Flow and transport in fractured porous media with 65 tables$

Flow and transport in fractured porous media: with 65 tables

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Bibliographic Details
Format:	Book
Language:	English
Published:	Berlin [u.a.] Springer 2005
Subjects:	Mathematisches Modell Porous materials > Mathematical models Porous materials > Fluid dynamics Grundwasserleiter Stoffübertragung Klüftung Grundwasserstrom Aufsatzsammlung
Online Access:	Inhaltsverzeichnis
Item Description:	Literaturverz. S. 421 - 442
Physical Description:	XVIII, 447 S. Ill., graph. Darst., Kt.
ISBN:	3540232702

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245	1	0	\|a Flow and transport in fractured porous media \|b with 65 tables \|c P. Dietrich ... (eds.)
264		1	\|a Berlin [u.a.] \|b Springer \|c 2005
300			\|a XVIII, 447 S. \|b Ill., graph. Darst., Kt.
336			\|b txt \|2 rdacontent
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338			\|b nc \|2 rdacarrier
500			\|a Literaturverz. S. 421 - 442
650		4	\|a Mathematisches Modell
650		4	\|a Porous materials \|v Mathematical models
650		4	\|a Porous materials \|x Fluid dynamics
650	0	7	\|a Grundwasserleiter \|0 (DE-588)4022375-9 \|2 gnd \|9 rswk-swf
650	0	7	\|a Stoffübertragung \|0 (DE-588)4057696-6 \|2 gnd \|9 rswk-swf
650	0	7	\|a Klüftung \|0 (DE-588)4198409-2 \|2 gnd \|9 rswk-swf
650	0	7	\|a Grundwasserstrom \|0 (DE-588)4121396-8 \|2 gnd \|9 rswk-swf
655		7	\|0 (DE-588)4143413-4 \|a Aufsatzsammlung \|2 gnd-content
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689	0	1	\|a Klüftung \|0 (DE-588)4198409-2 \|D s
689	0	2	\|a Grundwasserstrom \|0 (DE-588)4121396-8 \|D s
689	0	3	\|a Stoffübertragung \|0 (DE-588)4057696-6 \|D s
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700	1		\|a Dietrich, Peter \|e Sonstige \|4 oth
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999			\|a oai:aleph.bib-bvb.de:BVB01-014159526

Record in the Search Index

_version_	1804134543288958976
adam_text	CONTENTS PART IA SSESSMENT OF FRACTUREDP OROUSM EDIA 1A QUIFER-ANALOGUEA PPROACH .. ..... ..... ...... ..... ..... ..... 3 1.1O CCURRENCE OF FRACTURED ROCK AQUIFERS .. .... ..... .... ..... .5 1.2C HARACTERIZATIONO FT HE HYDRAULICP RO PERTIESO FF RACTURED ROCK AQUIFERS .... ..... ..... ..... ..... ..... ..... .... ..... .5 1.2.1F RACTUREC HARACTERIZATIONA ND FLOWP RO CESSESI N INDIVIDUAL FRACTURES .. ..... ..... ..... ..... .... ..... .6 1.2.2F LOWP RO CESSESI NF RACTUREN ETWORKS .. .... .... ..... .7 1.2.3U NSATURATED FLOWP RO CESSESI NF RACTURED SYSTEMS. .. .9 1.3A QUIFER GENESIS APPROACHES FORT HE ASSESSMENT OF HYDRAULICC HARACTERISTICSO FG EOLOGICAL MATERIALS. .... ..... .1 0 1.3.1A QUIFER SEDIMENTOLOGY. ... ..... ..... ..... .... ..... .1 0 1.3.2G ENESIS OF FRACTUREN ETWORKS ... ..... ..... .... ..... .1 1 1.4T HE AQUIFER ANALOGUE APPROACH FORF RACTURED PORO US AQUIFERS .... ..... ..... ..... ..... ..... ..... ..... .... ..... .1 1 1.4.1O BJECTIVES .. .... ..... ..... ..... ..... ..... .... ..... .1 2 1.4.2C ONCEPT ... ..... ..... ..... ..... ..... ..... .... ..... .1 2 2F ROMN ATURALS YSTEMTO NUMERICALM ODEL ...... ..... ..... ..... 15 2.1N ATURAL FRACTURED PORO US SYSTEMS. .... ..... ..... .... ..... .1 6 2.2M ODEL CONCEPTSI NF RACTURED PORO US SYSTEMS. .... .... ..... .2 4 2.3G OVERNINGE QUATIONS OF FLOWA ND TR ANSPORTI NP OROUSM EDIA2 6 2.3.1R EPRESENTATIVE ELEMENTARY VO LUME ... ..... .... ..... .2 7 2.3.2F LOWP RO CESSES. .. .... ..... ..... ..... ..... .... ..... .2 7 2.3.3T RANSPORTP RO CESSES. .. ..... ..... ..... ..... .... ..... .3 0 2.4T HE DISCRE TE MODEL CONCEPT .. .... ..... ..... ..... .... ..... .3 2 2.4.1P ARALLEL-PLATE CONCEPT ..... ..... ..... ..... .... ..... .3 3 2.4.2G ENERATIONO FF RACTURES TRUCTURAL MODELS- FRAC3D .. 35 2.4.3S PATIALA ND TE MPORAL DISCRE TIZATION. .. .... .... ..... .4 2 2.4.4A PPLIEDN UMERICALM ODEL -M UFTE-UG.. .. ... ..... .4 3 XC ONTENTS 2.4.5 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 3 2.5 IMPLEMENTATION OF THE MULTI-CONTINUUM CONCEPT . . . . . . . . . . . 4 4 2.5.1 GOV ERNING EQUATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4 2.5.2 TY PES OF COUPLING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 2.5.3 EXCHANGE FORMULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 2.5.4 NUMERICAL MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 1 2.5.5 DETERMINATION OF EQUIVALENT PARAMETERS . . . . . . . . . . . . . 5 2 2.5.6 CHARACTERISTIC VALUES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 2.5.7 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 0 2.6 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 1 PART II PROJECTS CALE STUDIES 3C ORE SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 3.1 SAMPLE CHARACTERIZATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 3.2 EXPERIMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 3.2.1 FRACTURE G EOMETRY INVESTIGATIONS . . . . . . . . . . . . . . . . . . . . 6 7 3.2.2 HYDRAULIC AND PNEUMATIC EXPERIMENTS . . . . . . . . . . . . . . 83 3.3 INTERPRETATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 3.3.1 EFFECTIVE CONDUCTIVITIES OBTAINED F RO M FRACTURE GEOMETRY DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 3.3.2 PERMEABILITIES OBTAINED F RO M HYDRAULIC AND PNEUMATIC TE STS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 3.3.3 COMPARISON OF CONDUCTIVITIES . . . . . . . . . . . . . . . . . . . . . . . 97 3.4 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 01 4B ENCH SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 4.1 PREPARATION OF FRACTURE PORO US BENCH S CALE SAMPLES . . . . . . . . . 103 4.1.1 RECOVERY AND PRE PARATION OF THE CYLINDRICAL BENCH SCALE SAMPLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 4.1.2 RECOVERY AND PRE PARATION OF THE BLOCK SAMPLES . . . . . . . 109 4.2 FLOW AND TR ANSPORT EXPERIMENTS CONDUCTED ON LABORATORY CYLINDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127 4.2.1 APPLICATION AND METHOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 27 4.2.2 TE CHNICAL DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 29 4.2.3 PROCEDURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131 4.2.4 FLEXIBILITY OF THE MIOJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 34 4.2.5 FLOW EXPERIMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 138 4.2.6 TR ANSPORT EXPERIMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 140 4.2.7 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141 4.3 INTERPRETATION OF EXPERIMENTS CONDUCTED ON LABORATORY CYLINDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 4.3.1 SENSITIVITY ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 CONTENTS XI 4.3.2 COMPARISON OF M EASURE D AND SIMULATED TR ACER-BREAKTHROUGH C URVES . . . . . . . . . . . . . . . . . . . . . . . . 148 4.3.3 DETERMINATION OF EQUIVALENT PARAMETERS . . . . . . . . . . . . . 1 54 4.3.4 MULTI-CONTINUUM MODELING: METHODOLOGY ANDAPPROACH . . . . . . . . . . . . . . . . . . . . . . . . . 158 4.4 FLOW AND TR ANSPORT EXPERIMENTS CONDUCTED ON LABORATORY BLOCKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 74 4.4.1 INTEGRAL MEASURING C ONFIG URATION . . . . . . . . . . . . . . . . . . . 174 4.4.2 PORT-PORT MEASURING CONFIGURATION . . . . . . . . . . . . . . . . . . 179 4.5 INTERPRETATION OF EXPERIMENTS CONDUCTED ON LABORATORY BLOCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197 4.5.1 INTERPRETATION OF FLOW AND TR ANSPORT EXPERIMENTS BASED ON APPARE NT P ARAMETERS . . . . . . . . . . . . . . . . . . . . . . 1 97 4.5.2 MULTI-CONTINUUM MODELING: METHODOLOGY ANDAPPROACH . . . . . . . . . . . . . . . . . . . . . . . . . 201 5F IELD-BLOCK SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 209 5.1 CHOICE OF THE FIELD BLOCK LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . 210 5.1.1 REGIONAL POSITIONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 10 5.1.2 LOCAL POSITIONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 13 5.2 PREPARING A TE ST SITE ON THE FIELD-BLOCK SCALE . . . . . . . . . . . . . . . . 215 5.2.1 EXCAVATING AND CUTTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 216 5.2.2 SEALING PRO CESS AND INSTALLATIONS . . . . . . . . . . . . . . . . . . . . . 219 5.3 CHARACTERIZATION OF THE ROCK-MATRIX AND FRACTURE -SYSTEM . . . . 2 23 5.3.1 STATISTICAL EVALUATION OF FRACTURE PARAMETERS. . . . . . . . . . 224 5.3.2 DETERMINATION OF ROC K-MATRIX PROPERTIES . . . . . . . . . . . . . 228 5.4 GEOSTATISTICAL ANALYSIS OF THE FRACTURE LENGTHS AND FRACTURE D ISTANCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 35 5.4.1 STRATEGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 35 5.4.2 GEOSTATISTICAL ANALYSIS OF THE SIDE WALLS . . . . . . . . . . . . . . 2 39 5.4.3 DISCUSSION OF THE RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246 5.5 ORIENTATING MEASURE MENTS AT T HE UNSEALED FIELD BLOCK . . . . . . 253 5.5.1 CONNECTIVITY AND FLOW TE STS . . . . . . . . . . . . . . . . . . . . . . . . 254 5.5.2 ELECTROMAGNETIC R EFLECTION METHOD . . . . . . . . . . . . . . . . . . 2 54 5.6 FLOW AND TR ANSPORT TE STS AT THE SEALED FIELD BLOCK . . . . . . . . . . . 257 5.6.1 TR ACER I NJECTION AND DETECTION TECHNIQUES . . . . . . . . . . . . 2 58 5.6.2 MEASUREMENTS AT M ARGINAL B OREHOLES . . . . . . . . . . . . . . . . 2 61 5.6.3 MEASUREMENTS AT C ENTRAL B OREHOLES . . . . . . . . . . . . . . . . . . 269 5.6.4 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 276 5.7 APPLICATION OF THE DISCRETE MODEL ON THE FIELD-BLOCK SCALE . . 2 77 5.7.1 DETERMINISTIC FRACTURE MODEL F OR THE SOUTH-EAST/EAST AREA A ND BOUNDARY CONDITIONS . . . . . . . . . . . . . . . . . . . . . . 278 5.7.2 TW O-DIMENSIONAL CASE STUDY: SIMULATION 1 . . . . . . . . . . 2 78 5.7.3 TW O-DIMENSIONAL CASE STUDY: SIMULATION 2 . . . . . . . . . . 2 81 5.7.4 COMPARING MEASURE D AND NUMERICAL RESULTS . . . . . . . . 286 XIIC ONTENTS 5.8 INTEGRAL TRANSPORT BEHAVIOR ON THE FIELD-BLOCK SCALE . . . . . . . . 2 87 5.8.1 MODEL A RE A AND BOUNDARY C ONDITIONS . . . . . . . . . . . . . . . 287 5.8.2 AQUIFER PROPERTIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 289 5.8.3 ONE-DIMENSIONA L CASE S TUDY . . . . . . . . . . . . . . . . . . . . . . . 290 5.8.4 THRE E-DIMENSIONAL CASE S TUDY . . . . . . . . . . . . . . . . . . . . . . 290 5.9 A STUDY CONCERNING BOUNDARY EFF ECTS ON THE FIELD-BLOCK SCALE .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 293 5.9.1 MODEL D ESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 294 5.9.2 MATERIAL P RO PERTIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 294 5.9.3 FLOW SIMULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 95 5.9.4 TR ANSPORT SIMULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 97 5.9.5 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300 PART III SCALE-INDEPENDENT APPROACHESANDI NVESTIGATIONS 6T HE MULTI-SHELL MODEL - A CONCEPTUAL MODEL APPROACH . . . . . . . . 305 6.1 MODEL P RINCIPLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 06 6.2 DEVELOPING THE MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 08 6.3 BOUNDARY C ONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 310 6.4 COMPARISON WITH ONE-DIMENSIONA L FLOW MODEL . . . . . . . . . . . . 3 12 6.5 CALCULATION OF THE TR ACER B RE AKTHROUGH C URVES . . . . . . . . . . . . . . 313 6.6 EXPERIMENTAL AND NUMERICAL CONFIRMATION . . . . . . . . . . . . . . . . . 315 6.7 TR ACER D ISTRIBUTION IN A T WO-DIMENSIONAL AND THRE E DIMENSIONAL FLOW SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 315 6.8 APPLICATION OF M ULTI-SHELL MODEL T O INVESTIGATE THE ANISOTROPIC NATURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 319 6.9 PR´E CIS OF THE DEVELOPMENT OF THE MULTI-SHELL MODEL . . . . . . . . . 3 20 7T HE SENSITIVITY C OEFFI CIENT APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . 323 7.1 GENERAL CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 23 7.1.1 GOV ERNING EQUATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 23 7.1.2 GOV ERNING SENSITIVITY EQUATION . . . . . . . . . . . . . . . . . . . . . 3 24 7.2 CALCULATION OF THE PARAMETER DERIVATIVE YY U / YY K . . . . . . . . . . . . . . 324 7.2.1 INFLUENCE COEFFICIENT METHOD . . . . . . . . . . . . . . . . . . . . . . . . 3 25 7.2.2 SENSITIVITY EQUATION METHOD . . . . . . . . . . . . . . . . . . . . . . . . 3 25 7.2.3 ADJOINT-STATE METHOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 325 7.3 PERFORMANCE OF THE SENSITIVITY COEFFICIENT A PPROACH . . . . . . . . . 328 7.3.1 NUMERICAL IMPLEMENTATION . . . . . . . . . . . . . . . . . . . . . . . . . 3 28 7.3.2 APPLICATION OF ANALYTICAL S OLUTIONS . . . . . . . . . . . . . . . . . . 3 32 7.4 ANALYSIS OF SENSITIVITY COEFFICIENT D ISTRIBUTIONS . . . . . . . . . . . . . 3 33 7.4.1 SOME GENERAL CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . 3 33 7.4.2 SENSITIVITY WITH RESPECT TO HYDRAULIC CONDUCTIVITY . . . 334 7.4.3 SENSITIVITY WITH RESPECT TO STORAGE . . . . . . . . . . . . . . . . . . . 338 CONTENTS XIII 7.4.4 SENSITIVITY DISTRIBUTION FOR DIFF ERENT HYDRAULIC TE ST CONFIGURATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 39 7.5 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 43 8D IFFUSIVITY M EASUREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 347 8.1 CONCEPT OF THE DIFF USIVITY APPROACH . . . . . . . . . . . . . . . . . . . . . . . 347 8.2 INVERSION APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 349 8.3 APPLICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351 8.4 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 56 9A NALYSIS OF THE INFLUENCE OF BOUNDARIES . . . . . . . . . . . . . . . . . . . . . . . 357 9.1 QUALITATIVE ANALYSIS OF THE BOUNDARY I NFLUENCE . . . . . . . . . . . . . 358 9.1.1 MODEL S ET-UP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 58 9.1.2 ANALYSIS OF THE BREAKTHRO UGH CURVES . . . . . . . . . . . . . . . . 359 9.1.3 ANALYSIS OF CHARACTERISTIC PARAMETERS . . . . . . . . . . . . . . . . 3 63 9.2 NORMALIZATION OF TRACER-BREAKTHROUGH C URVES . . . . . . . . . . . . . . 365 9.2.1 DEVELOPMENT OF THE NORMALIZATION CONCEPT . . . . . . . . . . 3 65 9.2.2 APPLICATION TO HETERO GENEOUS DOMAINS . . . . . . . . . . . . . . 369 9.3 SUMMARY A ND CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 74 10 A MULTIVARIATE STATISTICAL A PPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . 375 10.1 A MULTIVARIATE S TATISTICAL A PPROACH FOR EVALUATING EXPERIMENTAL RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376 10.1.1 METHODOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 377 10.1.2 DATABASE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 77 10.1.3 DEFINITION OF V ARIABLES CHARACTERIZING FLOW AND TR ANSPORT PROCESSES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 79 10.1.4 REDUCING THE MULTIDIMENSIONAL VA RIABLE S PACE . . . . . . . 380 10.1.5 PROCESSING OF DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 382 10.1.6 CLASSIFICATION OF T HE F LOW AND TR ANSPORT DATA BY USING K-MEANS CLUSTER ANALYSIS . . . . . . . . . . . . . . . . . . . . . 385 10.1.7 RESULTS AND INTERPRETATION . . . . . . . . . . . . . . . . . . . . . . . . . . . 385 10.1.8 SUMMARY AND CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 3 87 10.2 DETERMINATION OF DOMAIN PRO PERTIES AND VERIFICATION OF THE RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 389 10.2.1 DETERMINATION OF PERMEABILITIES . . . . . . . . . . . . . . . . . . . . . 389 10.2.2 SET-UP O F THE NUMERICAL MODEL . . . . . . . . . . . . . . . . . . . . . . 3 94 10.2.3 DISCUSSION OF THE RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 396 10.2.4 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 400 10.3 CLUSTER ANALYSIS TO SET UP A CONCEPTUAL MULTI-CONTINUUM MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 00 10.3.1 THE DISCRE TE MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 01 10.3.2 MULTI-CONTINUUM MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 07 10.3.3 COMPARISON OF CLASSICAL AND NEW APPROACH . . . . . . . . . . 413 XIVC ONTENTS 10.3.4 UPSCALING OF THE MULTI-CONTINUUM MODEL . . . . . . . . . . . . 4 15 10.3.5 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 419 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 421 NOMENCLATURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 443
adam_txt	CONTENTS PART IA SSESSMENT OF FRACTUREDP OROUSM EDIA 1A QUIFER-ANALOGUEA PPROACH . . . . . . . 3 1.1O CCURRENCE OF FRACTURED ROCK AQUIFERS . . . . . .5 1.2C HARACTERIZATIONO FT HE HYDRAULICP RO PERTIESO FF RACTURED ROCK AQUIFERS . . . . . . . . . .5 1.2.1F RACTUREC HARACTERIZATIONA ND FLOWP RO CESSESI N INDIVIDUAL FRACTURES . . . . . . . .6 1.2.2F LOWP RO CESSESI NF RACTUREN ETWORKS . . . . .7 1.2.3U NSATURATED FLOWP RO CESSESI NF RACTURED SYSTEMS. . .9 1.3A QUIFER GENESIS APPROACHES FORT HE ASSESSMENT OF HYDRAULICC HARACTERISTICSO FG EOLOGICAL MATERIALS. . . .1 0 1.3.1A QUIFER SEDIMENTOLOGY. . . . . . . .1 0 1.3.2G ENESIS OF FRACTUREN ETWORKS . . . . . .1 1 1.4T HE AQUIFER ANALOGUE APPROACH FORF RACTURED PORO US AQUIFERS . . . . . . . . . . .1 1 1.4.1O BJECTIVES . . . . . . . . . .1 2 1.4.2C ONCEPT . . . . . . . . . .1 2 2F ROMN ATURALS YSTEMTO NUMERICALM ODEL . . . . 15 2.1N ATURAL FRACTURED PORO US SYSTEMS. . . . . . .1 6 2.2M ODEL CONCEPTSI NF RACTURED PORO US SYSTEMS. . . . .2 4 2.3G OVERNINGE QUATIONS OF FLOWA ND TR ANSPORTI NP OROUSM EDIA2 6 2.3.1R EPRESENTATIVE ELEMENTARY VO LUME . . . . .2 7 2.3.2F LOWP RO CESSES. . . . . . . . . .2 7 2.3.3T RANSPORTP RO CESSES. . . . . . . . .3 0 2.4T HE DISCRE TE MODEL CONCEPT . . . . . . . .3 2 2.4.1P ARALLEL-PLATE CONCEPT . . . . . . .3 3 2.4.2G ENERATIONO FF RACTURES TRUCTURAL MODELS- FRAC3D . 35 2.4.3S PATIALA ND TE MPORAL DISCRE TIZATION. . . . . .4 2 2.4.4A PPLIEDN UMERICALM ODEL -M UFTE-UG. . . . .4 3 XC ONTENTS 2.4.5 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 3 2.5 IMPLEMENTATION OF THE MULTI-CONTINUUM CONCEPT . . . . . . . . . . . 4 4 2.5.1 GOV ERNING EQUATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 4 2.5.2 TY PES OF COUPLING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 2.5.3 EXCHANGE FORMULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 2.5.4 NUMERICAL MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 1 2.5.5 DETERMINATION OF EQUIVALENT PARAMETERS . . . . . . . . . . . . . 5 2 2.5.6 CHARACTERISTIC VALUES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 2.5.7 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 0 2.6 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 1 PART II PROJECTS CALE STUDIES 3C ORE SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 3.1 SAMPLE CHARACTERIZATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 3.2 EXPERIMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 3.2.1 FRACTURE G EOMETRY INVESTIGATIONS . . . . . . . . . . . . . . . . . . . . 6 7 3.2.2 HYDRAULIC AND PNEUMATIC EXPERIMENTS . . . . . . . . . . . . . . 83 3.3 INTERPRETATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 3.3.1 EFFECTIVE CONDUCTIVITIES OBTAINED F RO M FRACTURE GEOMETRY DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 3.3.2 PERMEABILITIES OBTAINED F RO M HYDRAULIC AND PNEUMATIC TE STS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 3.3.3 COMPARISON OF CONDUCTIVITIES . . . . . . . . . . . . . . . . . . . . . . . 97 3.4 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 01 4B ENCH SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 4.1 PREPARATION OF FRACTURE PORO US BENCH S CALE SAMPLES . . . . . . . . . 103 4.1.1 RECOVERY AND PRE PARATION OF THE CYLINDRICAL BENCH SCALE SAMPLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104 4.1.2 RECOVERY AND PRE PARATION OF THE BLOCK SAMPLES . . . . . . . 109 4.2 FLOW AND TR ANSPORT EXPERIMENTS CONDUCTED ON LABORATORY CYLINDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 127 4.2.1 APPLICATION AND METHOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 27 4.2.2 TE CHNICAL DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 29 4.2.3 PROCEDURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131 4.2.4 FLEXIBILITY OF THE MIOJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 34 4.2.5 FLOW EXPERIMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 138 4.2.6 TR ANSPORT EXPERIMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 140 4.2.7 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141 4.3 INTERPRETATION OF EXPERIMENTS CONDUCTED ON LABORATORY CYLINDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 4.3.1 SENSITIVITY ANALYSIS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 CONTENTS XI 4.3.2 COMPARISON OF M EASURE D AND SIMULATED TR ACER-BREAKTHROUGH C URVES . . . . . . . . . . . . . . . . . . . . . . . . 148 4.3.3 DETERMINATION OF EQUIVALENT PARAMETERS . . . . . . . . . . . . . 1 54 4.3.4 MULTI-CONTINUUM MODELING: METHODOLOGY ANDAPPROACH . . . . . . . . . . . . . . . . . . . . . . . . . 158 4.4 FLOW AND TR ANSPORT EXPERIMENTS CONDUCTED ON LABORATORY BLOCKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 74 4.4.1 INTEGRAL MEASURING C ONFIG URATION . . . . . . . . . . . . . . . . . . . 174 4.4.2 PORT-PORT MEASURING CONFIGURATION . . . . . . . . . . . . . . . . . . 179 4.5 INTERPRETATION OF EXPERIMENTS CONDUCTED ON LABORATORY BLOCK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197 4.5.1 INTERPRETATION OF FLOW AND TR ANSPORT EXPERIMENTS BASED ON APPARE NT P ARAMETERS . . . . . . . . . . . . . . . . . . . . . . 1 97 4.5.2 MULTI-CONTINUUM MODELING: METHODOLOGY ANDAPPROACH . . . . . . . . . . . . . . . . . . . . . . . . . 201 5F IELD-BLOCK SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 209 5.1 CHOICE OF THE FIELD BLOCK LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . 210 5.1.1 REGIONAL POSITIONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 10 5.1.2 LOCAL POSITIONING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 13 5.2 PREPARING A TE ST SITE ON THE FIELD-BLOCK SCALE . . . . . . . . . . . . . . . . 215 5.2.1 EXCAVATING AND CUTTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 216 5.2.2 SEALING PRO CESS AND INSTALLATIONS . . . . . . . . . . . . . . . . . . . . . 219 5.3 CHARACTERIZATION OF THE ROCK-MATRIX AND FRACTURE -SYSTEM . . . . 2 23 5.3.1 STATISTICAL EVALUATION OF FRACTURE PARAMETERS. . . . . . . . . . 224 5.3.2 DETERMINATION OF ROC K-MATRIX PROPERTIES . . . . . . . . . . . . . 228 5.4 GEOSTATISTICAL ANALYSIS OF THE FRACTURE LENGTHS AND FRACTURE D ISTANCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 35 5.4.1 STRATEGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 35 5.4.2 GEOSTATISTICAL ANALYSIS OF THE SIDE WALLS . . . . . . . . . . . . . . 2 39 5.4.3 DISCUSSION OF THE RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 246 5.5 ORIENTATING MEASURE MENTS AT T HE UNSEALED FIELD BLOCK . . . . . . 253 5.5.1 CONNECTIVITY AND FLOW TE STS . . . . . . . . . . . . . . . . . . . . . . . . 254 5.5.2 ELECTROMAGNETIC R EFLECTION METHOD . . . . . . . . . . . . . . . . . . 2 54 5.6 FLOW AND TR ANSPORT TE STS AT THE SEALED FIELD BLOCK . . . . . . . . . . . 257 5.6.1 TR ACER I NJECTION AND DETECTION TECHNIQUES . . . . . . . . . . . . 2 58 5.6.2 MEASUREMENTS AT M ARGINAL B OREHOLES . . . . . . . . . . . . . . . . 2 61 5.6.3 MEASUREMENTS AT C ENTRAL B OREHOLES . . . . . . . . . . . . . . . . . . 269 5.6.4 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 276 5.7 APPLICATION OF THE DISCRETE MODEL ON THE FIELD-BLOCK SCALE . . 2 77 5.7.1 DETERMINISTIC FRACTURE MODEL F OR THE SOUTH-EAST/EAST AREA A ND BOUNDARY CONDITIONS . . . . . . . . . . . . . . . . . . . . . . 278 5.7.2 TW O-DIMENSIONAL CASE STUDY: SIMULATION 1 . . . . . . . . . . 2 78 5.7.3 TW O-DIMENSIONAL CASE STUDY: SIMULATION 2 . . . . . . . . . . 2 81 5.7.4 COMPARING MEASURE D AND NUMERICAL RESULTS . . . . . . . . 286 XIIC ONTENTS 5.8 INTEGRAL TRANSPORT BEHAVIOR ON THE FIELD-BLOCK SCALE . . . . . . . . 2 87 5.8.1 MODEL A RE A AND BOUNDARY C ONDITIONS . . . . . . . . . . . . . . . 287 5.8.2 AQUIFER PROPERTIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 289 5.8.3 ONE-DIMENSIONA L CASE S TUDY . . . . . . . . . . . . . . . . . . . . . . . 290 5.8.4 THRE E-DIMENSIONAL CASE S TUDY . . . . . . . . . . . . . . . . . . . . . . 290 5.9 A STUDY CONCERNING BOUNDARY EFF ECTS ON THE FIELD-BLOCK SCALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 293 5.9.1 MODEL D ESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 294 5.9.2 MATERIAL P RO PERTIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 294 5.9.3 FLOW SIMULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 95 5.9.4 TR ANSPORT SIMULATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 97 5.9.5 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 300 PART III SCALE-INDEPENDENT APPROACHESANDI NVESTIGATIONS 6T HE MULTI-SHELL MODEL - A CONCEPTUAL MODEL APPROACH . . . . . . . . 305 6.1 MODEL P RINCIPLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 06 6.2 DEVELOPING THE MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 08 6.3 BOUNDARY C ONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 310 6.4 COMPARISON WITH ONE-DIMENSIONA L FLOW MODEL . . . . . . . . . . . . 3 12 6.5 CALCULATION OF THE TR ACER B RE AKTHROUGH C URVES . . . . . . . . . . . . . . 313 6.6 EXPERIMENTAL AND NUMERICAL CONFIRMATION . . . . . . . . . . . . . . . . . 315 6.7 TR ACER D ISTRIBUTION IN A T WO-DIMENSIONAL AND THRE E DIMENSIONAL FLOW SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 315 6.8 APPLICATION OF M ULTI-SHELL MODEL T O INVESTIGATE THE ANISOTROPIC NATURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 319 6.9 PR´E CIS OF THE DEVELOPMENT OF THE MULTI-SHELL MODEL . . . . . . . . . 3 20 7T HE SENSITIVITY C OEFFI CIENT APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . 323 7.1 GENERAL CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 23 7.1.1 GOV ERNING EQUATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 23 7.1.2 GOV ERNING SENSITIVITY EQUATION . . . . . . . . . . . . . . . . . . . . . 3 24 7.2 CALCULATION OF THE PARAMETER DERIVATIVE YY U / YY K . . . . . . . . . . . . . . 324 7.2.1 INFLUENCE COEFFICIENT METHOD . . . . . . . . . . . . . . . . . . . . . . . . 3 25 7.2.2 SENSITIVITY EQUATION METHOD . . . . . . . . . . . . . . . . . . . . . . . . 3 25 7.2.3 ADJOINT-STATE METHOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 325 7.3 PERFORMANCE OF THE SENSITIVITY COEFFICIENT A PPROACH . . . . . . . . . 328 7.3.1 NUMERICAL IMPLEMENTATION . . . . . . . . . . . . . . . . . . . . . . . . . 3 28 7.3.2 APPLICATION OF ANALYTICAL S OLUTIONS . . . . . . . . . . . . . . . . . . 3 32 7.4 ANALYSIS OF SENSITIVITY COEFFICIENT D ISTRIBUTIONS . . . . . . . . . . . . . 3 33 7.4.1 SOME GENERAL CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . 3 33 7.4.2 SENSITIVITY WITH RESPECT TO HYDRAULIC CONDUCTIVITY . . . 334 7.4.3 SENSITIVITY WITH RESPECT TO STORAGE . . . . . . . . . . . . . . . . . . . 338 CONTENTS XIII 7.4.4 SENSITIVITY DISTRIBUTION FOR DIFF ERENT HYDRAULIC TE ST CONFIGURATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 39 7.5 SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 43 8D IFFUSIVITY M EASUREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 347 8.1 CONCEPT OF THE DIFF USIVITY APPROACH . . . . . . . . . . . . . . . . . . . . . . . 347 8.2 INVERSION APPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 349 8.3 APPLICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 351 8.4 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 56 9A NALYSIS OF THE INFLUENCE OF BOUNDARIES . . . . . . . . . . . . . . . . . . . . . . . 357 9.1 QUALITATIVE ANALYSIS OF THE BOUNDARY I NFLUENCE . . . . . . . . . . . . . 358 9.1.1 MODEL S ET-UP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 58 9.1.2 ANALYSIS OF THE BREAKTHRO UGH CURVES . . . . . . . . . . . . . . . . 359 9.1.3 ANALYSIS OF CHARACTERISTIC PARAMETERS . . . . . . . . . . . . . . . . 3 63 9.2 NORMALIZATION OF TRACER-BREAKTHROUGH C URVES . . . . . . . . . . . . . . 365 9.2.1 DEVELOPMENT OF THE NORMALIZATION CONCEPT . . . . . . . . . . 3 65 9.2.2 APPLICATION TO HETERO GENEOUS DOMAINS . . . . . . . . . . . . . . 369 9.3 SUMMARY A ND CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 74 10 A MULTIVARIATE STATISTICAL A PPROACH . . . . . . . . . . . . . . . . . . . . . . . . . . . 375 10.1 A MULTIVARIATE S TATISTICAL A PPROACH FOR EVALUATING EXPERIMENTAL RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376 10.1.1 METHODOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 377 10.1.2 DATABASE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 77 10.1.3 DEFINITION OF V ARIABLES CHARACTERIZING FLOW AND TR ANSPORT PROCESSES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 79 10.1.4 REDUCING THE MULTIDIMENSIONAL VA RIABLE S PACE . . . . . . . 380 10.1.5 PROCESSING OF DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 382 10.1.6 CLASSIFICATION OF T HE F LOW AND TR ANSPORT DATA BY USING K-MEANS CLUSTER ANALYSIS . . . . . . . . . . . . . . . . . . . . . 385 10.1.7 RESULTS AND INTERPRETATION . . . . . . . . . . . . . . . . . . . . . . . . . . . 385 10.1.8 SUMMARY AND CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . 3 87 10.2 DETERMINATION OF DOMAIN PRO PERTIES AND VERIFICATION OF THE RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 389 10.2.1 DETERMINATION OF PERMEABILITIES . . . . . . . . . . . . . . . . . . . . . 389 10.2.2 SET-UP O F THE NUMERICAL MODEL . . . . . . . . . . . . . . . . . . . . . . 3 94 10.2.3 DISCUSSION OF THE RESULTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 396 10.2.4 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 400 10.3 CLUSTER ANALYSIS TO SET UP A CONCEPTUAL MULTI-CONTINUUM MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 00 10.3.1 THE DISCRE TE MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 01 10.3.2 MULTI-CONTINUUM MODEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 07 10.3.3 COMPARISON OF CLASSICAL AND NEW APPROACH . . . . . . . . . . 413 XIVC ONTENTS 10.3.4 UPSCALING OF THE MULTI-CONTINUUM MODEL . . . . . . . . . . . . 4 15 10.3.5 CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 419 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 421 NOMENCLATURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 443
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discipline_str_mv	Geologie / Paläontologie
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spelling	Flow and transport in fractured porous media with 65 tables P. Dietrich ... (eds.) Berlin [u.a.] Springer 2005 XVIII, 447 S. Ill., graph. Darst., Kt. txt rdacontent n rdamedia nc rdacarrier Literaturverz. S. 421 - 442 Mathematisches Modell Porous materials Mathematical models Porous materials Fluid dynamics Grundwasserleiter (DE-588)4022375-9 gnd rswk-swf Stoffübertragung (DE-588)4057696-6 gnd rswk-swf Klüftung (DE-588)4198409-2 gnd rswk-swf Grundwasserstrom (DE-588)4121396-8 gnd rswk-swf (DE-588)4143413-4 Aufsatzsammlung gnd-content Grundwasserleiter (DE-588)4022375-9 s Klüftung (DE-588)4198409-2 s Grundwasserstrom (DE-588)4121396-8 s Stoffübertragung (DE-588)4057696-6 s DE-604 Dietrich, Peter Sonstige oth DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014159526&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis
spellingShingle	Flow and transport in fractured porous media with 65 tables Mathematisches Modell Porous materials Mathematical models Porous materials Fluid dynamics Grundwasserleiter (DE-588)4022375-9 gnd Stoffübertragung (DE-588)4057696-6 gnd Klüftung (DE-588)4198409-2 gnd Grundwasserstrom (DE-588)4121396-8 gnd
subject_GND	(DE-588)4022375-9 (DE-588)4057696-6 (DE-588)4198409-2 (DE-588)4121396-8 (DE-588)4143413-4
title	Flow and transport in fractured porous media with 65 tables
title_auth	Flow and transport in fractured porous media with 65 tables
title_exact_search	Flow and transport in fractured porous media with 65 tables
title_exact_search_txtP	Flow and transport in fractured porous media with 65 tables
title_full	Flow and transport in fractured porous media with 65 tables P. Dietrich ... (eds.)
title_fullStr	Flow and transport in fractured porous media with 65 tables P. Dietrich ... (eds.)
title_full_unstemmed	Flow and transport in fractured porous media with 65 tables P. Dietrich ... (eds.)
title_short	Flow and transport in fractured porous media
title_sort	flow and transport in fractured porous media with 65 tables
title_sub	with 65 tables
topic	Mathematisches Modell Porous materials Mathematical models Porous materials Fluid dynamics Grundwasserleiter (DE-588)4022375-9 gnd Stoffübertragung (DE-588)4057696-6 gnd Klüftung (DE-588)4198409-2 gnd Grundwasserstrom (DE-588)4121396-8 gnd
topic_facet	Mathematisches Modell Porous materials Mathematical models Porous materials Fluid dynamics Grundwasserleiter Stoffübertragung Klüftung Grundwasserstrom Aufsatzsammlung
url	http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=014159526&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
work_keys_str_mv	AT dietrichpeter flowandtransportinfracturedporousmediawith65tables

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