Transactions 17-21 June 1991, Vienna, Austria 3 Question 66
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| 111 | 2 | |a International Congress on Large Dams |n 17 |d 1991 |c Wien |j Verfasser |0 (DE-588)5078531-X |4 aut | |
| 245 | 1 | 0 | |a Transactions |b 17-21 June 1991, Vienna, Austria |n 3 |p Question 66 |c Seventeenth International Congress on Large Dams |
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VOLUME
X QUESTION 66 TRANSACTIONS
COMPTES RENDUS
UNIVERSIT^TSBIBUOTHEK HANNOVER YCC RLH SYZHE INFORMATIONOFCICLIOTHEK
W,, L,QIYC UFLL,
-
PUBLICS PAR LA COMMISSION INTERNATIONALE
DES GRANDS BARRAGES
151, BD HAUSSMANN, 75008 PARIS, FRANCE
T6I. : 40 42 68 24 - 40 42 67 33 -40 42 54 38
WEX : 641320 F - FAX : 40 42 60 71
III
IMAGE 2
VOLUME III
PAGE
TABLE OF CONTENTS
WORDING OF QUESTION 66 VIII
TABLE OF CONTENTS OF PAPERS ON QUESTION 66 IX
PAPERS ON QUESTION 66 1
GENERAL REPORT QUESTION 66 1829
TABLE DES MATIERES
PAGE
LIBELLE DE LA QUESTION 66 VIII
TABLE DES MATIERES DES RAPPORTS SUR LA QUESTION 66 IX
RAPPORTS SUR LA QUESTION 66 1
RAPPORT GFENERAL QUESTION 66 1829
IMAGE 3
PAPERS ON Q 66 RAPPORTS SUR LAQ 66
IMAGE 4
QUESTION
66
TABLE OF CONTENTS
OF PAPERS
1 1 TABLE DES MATIERES
DES RAPPORTS
PAGE
R. 1. C. B. ABADJIEV, G. S. MOULESHKOV, V. I. PHILLIPOV (BULGA
RIA)
STABILITY OF A DYKE ON ALOW PERMEABLE STRATUM UNDERLAID BY A HIGHLY
PERMEABLE LAYER WITH DIRECT CONTACT TO A HIGH-WATER RIVER 1
R. 2. P. VANEL, J. MOREY (FRANCE) REALISATION DE COUPURES PAR PAROIS
MOULEES EN CONDITIONS TRES DIFFICILES : BARRAGESDE NEW WADDEL
(ETATS-UNIS) ET DE PEHUENCHE (CHILI) 11
R. 3. A. M. SHALABY (EGYPT)
R. 4. A. SAHUQUILLO, E. CIFRES, J. GARCIA DE LA TORRE (SPAIN)
HYDROGEOLOGICAL AND GEOTECHNICAL PROBLEMS POSED BY THE HIGHLY
TRANSMISSIVE AND LOW PERVIOUS ROCKS IN THE CONTRERAS RESERVOIR, SPAIN 45
R. 5. A. FOYO MARCOS, C, TOMILLO, J. CERDA RAMOS (SPAIN) THE LOW
PRESSURE TEST. DETERMINATION OF PERMEABILITY AND GROUTABILITY OF SLATE
ROCKS IN LARGE DAMS FOUNDATION 61
R. 6. P. COCHET, E. FROSSARD, A. YZIQUEL, P. LONDE (FRANCE)
BARRAGE-VOOTE DE TURKWEL AU KENYA - CONCEPTION ET REALISATION DES
APPUIS, DES VOILES D INJECTION ET DE DRAINAGE EN SITE ROCHEUX TRES
RAIDE 77
R, 7. W. DOBOSZ, K, FIEDLER (POLAND) ADVANTAGES FROM A CONTOUR MAP OF
FOUNDATION DISPLACEMENTS OF A GRAVITY DAM 99
R. 8. J.-L. RIZZOLI, D. LE MOULLEC, B. REVERCHON, F. ISAM BERT, J.-M.
DUPAS (FRANCE) OBSERVATIONS DU COMPORTEMENT DE FONDATIONS COMPRESSIBLES
ET
PROJET SUR FONDATIONS TRES COMPRESSIBLES : BARRAGES DES RETENUES
SEINE, AUBE ET MARNE, DIGUE DE LAZER/OBSERVATIONS ON COM
PRESSIBLE FOUNDATION BEHAVIOR AND VERY COMPRESSIBLE FOUNDATION
DESIGN : DAMS OF SEINE, AUBE AND MARNE RESERVOIRS, LAZER DAM 105
R. 9. J. TELLERIA, G. GOMEZ-LAA (SPAIN) ARBON DAM - A DIDACTIC
EXPERIENCE ABOUT PROBLEMS OF A DAM BUILT ON A DEFORMABLE FOUNDATION 135
R. 10. J. W. HATTON, P. F. FOSTER, R. THOMSON (NEW ZEALAND)
THE INFLUENCE OF FOUNDATION CONDITIONS ON THE DESIGN OF CLYDE DAM 157
R. U. M. R. ASKARI (IRAN) CONSTRUCTIONOF SARCHESHMEH SADDLE DAM ON
CRUSHED AND ALTERATED FOUNDATION - 179
IMAGE 5
PAG
R. 12. N. TARKESHDOOZ, M. SHIRVIYEH A., Y. RASTEGARI, M. S. KARBASI, K.
JAFARI, R. P. BRENNER (IRAN) EMBANKMENT DAM FOUNDED ON RIVER ALLUVIUM
WITH ERRATIC DENSITY CONDITIONS 199
R. 13. A. RAMON GUINEA, E. QUILES APARIS1, M, FERNANDEZBOLLO (ESPAGNE)
TRAITEMENT DE LA FONDATION DU BARRAGE JOS6 TORAN 215
R. 14. J. M. A. SANTA CLARA (ZIMBABWE) THE COMPLEX GEOLOGY OF KARIBA S
RIGHT BANK 229
R. 15 N. NAVALON, J. M. GAZTANAGA, J. M. LOPEZ MARINAS (SPAIN)
CORRECTIONS TO THE FOUNDATION PERMEABILITY OF CORTES DAM (VALEN CIA,
SPAIN) DURING FIRST FILLING 247
R. 16. K. H. HEITFELD, L. KRAPP (GERMANY) PROBLEMS ASSOCIATED WITH
SULPHATE KARST - FLOOD CONTROL RESERVOIR SALZDERHELDEN, GERMANY 261
R, 17. J. GIESECKE, M. ROMMEL, R. SOYEAUX (GERMANY) SEEPAGE FLOW UNDER
DAMS WITH JOINTED ROCK FOUNDATION - PARAMEDI CAL STUDIES OF SIMULATED
2-DIMENSIONAL JOINT PATTERNS 281
R. 18. C. KUTZNER (GERMANY) NEW CRITERIA FOR ROCK GROUTING IN DAM
ENGINEERING 307
R. 19. A. CARRERE, J. DUSSART, C. LEFEVRE (FRANCE) FONDATIONS ROCHEUSES
DE BARRAGES EN B6TON : EXEMPLES DE TRAITEMENT SYST6MATIQUE
D AM61IORATION DES PROPRIETFESMECANIQUES NATURELLES A GOMAL-ZAM
(PAKISTAN), TAKAMAKA (HE DE LA REUNION), PONT DE
VEYRIERES (FRANCE) 319
R. 20. N. NAVALON, J, M. GAZTANAGA, J. M. LOPEZ MARINAS, N.
ALONSO (SPAIN) METHODOLOGY USED BY HIDROEL6CTRICA ESPANOLA FOR THE
INVESTIGATION, PLANNING, TREATMENT AND CONTROL OF DAM FOUNDATION 339
R. 21. A. MARCELLO, G. EUSEPI, S. OLIVERO, R. DI BACCO (ITALY)
RAVASANELLA DAM ON DIFFICULT FOUNDATION 363
R. 22. K. TAKAHI, E. K1MOTO, S. KANWO (JAPAN) DESIGN AND CONSTRUCTION OF
AN EARTHFILL DAM ON SANDY FOUNDATION 381
R. 23. K. TAKEMURA, T. NIREI, I. SHIBATA (JAPAN) FOUNDATION TREATMENTS
AND BEHAVIOR DURING IMPOUNDING AT OKUNO DAM 401
R. 24. T. NISHIGORI, J. TAKIMOTO (JAPAN) FOUNDATION TREATMENT FOR
ALLUVIAL DEPOSITS AT TADAMI DAM 417
R.25. I. SHIBATA, M. IGAWA, Y. MIZUKI (JAPAN) IMPERMEABLE BARRIER IN
QUATERNARY WELDED TUFF 437
R.26. K. TAKEMURA, M. SHIMOMURA, N. MATSUMOTO, Y. YA MAGUCHI (JAPAN)
BEHAVIORS OF FOUNDATIONS FOR FILL DAMS DURING CONSTRUCTION AND FIRST
FILLING OF RESERVOIRS IN JAPAN ,. 455
IMAGE 6
R. 27. T. HASEGAWA, A. MURAKAMI, H. SUZUKI (JAPAN) GE
TREATMENT OF FOUNDATION WITH BASE ROCK CONTAINING A HORIZONTAL WEAK
LAYER IN MODERATELY HIGH CONCRETE GRAVITY DAM 477
R. 28. A. E. SARDINHA, P. C. FERNANDES CORREIA, S. CORREA PIMENTA, C.
CASARIN (BRAZIL) BEHAVIOR OF A SAPROLITE EARTHFILL DAM FOUNDATION. SALTO
SANTIAGO HYDROELECTRIC POWER PLANT 499
R. 29. C. E. SCHNEEBERGER, Y. PIGEON, J. LEVAY, B. BONCOM PAIN (CANADA)
THE USE OF SLURRY WALL AND JET GROUTING TECHNIQUES TO REPAIR EXISTING
COFFERDAMS AT LG-1 511
R. 30. W. D. LIAM FINN, R. H. LEDBETTER, R. L. FLEMING JR., A. E.
TEMPLETON, T. W. FORREST, S. T. STACY (CANADA) DAM ON LIQUEFIABLE
FOUNDATION : SAFETY ASSESSMENT AND REMEDIATION 531 R. 31. L. J. CORNISH,
C. W. HOLDER (CANADA)
SEVEN MILE DAM PERFORMANCE DURING RESERVOIR RAISING 555 R. 32. T. J.
PATAKY, J. K. LOU (CANADA) UPGRADING THE SAFETY OF CONCRETE INTAKES ON
PERMEABLE FOUNDATION 581
R. 33. M. BZIOUI, A. F. CHRAIBI (MAROC) BARRAGE D A FT YOUB. ADAPTATION
DU PROJET AUX CONDITIONS GEOLOGIQUES REELLES DE LA FONDATION , 601
R. 34. M. ZIANI, A. RAHOUTI (MAROC) BARRAGE DE GARDE SUR TOUED SEBOU.
RISQUE DE LIQUEFACTION DE LA FONDATION ET RABATTEMENT DE LA NAPPE
PENDANT LES TRAVAUX 615
R. 35. M. MEKBOUL, M. AKHRIF, H. MERGAOUI (MAROC) FONDATION DU BARRAGE
EN BCR D AOULOUZ (MAROC). UNE DOLOMIE PRECAMBRIENNE INTENSEMENT
FRACTUREE ET IRREGULIEREMENT ALTER6E 631
R. 36. J. E. SMITH, G. P. BIRCH (GREAT BRITAIN) BALANGA DAM AND ITS
MUDSTONE FOUNDATIONS 657
R. 37. S. HONG, J. SOHN, G. BAE, K.. NA (REP. OF KOREA) A CASE STUDY ON
DIFFERENTIAL SETTLEMENT OF ROCKFILL DAM 673
R. 38. P. PETER, M. CARAS (CZECHOSLOVAKIA) LONG-TERM SETTLEMENT AND
SEEPAGES OF THE RUZINA DAM 689
R. 39. E. LUCA, M.-F. VASILIU, S. TRANDAFIR, D. PASCU, C. POPESCU, I.
TECUCI, I. POPESCU, A. POPOVICI (ROMANIA) EARTH DAMS ON LIQUEFIABLE OR
PEAT-COAL AND CLAY-SILT SOILS 699
R. 40, V. TORNER, S. NOVOSAD (CZECHOSLOVAKIA) THE EFFECTS OF DIFFICULT
FOUNDATION CONDITIONS ON THE CONCEPTUAL SOLUTION AND CONSTRUCTION OF THE
SLEZSKA HARTA DAM 719
R. 41. H. FLOGL, H. STAUBLE (AUSTRIA) EXPERIENCE WITH THE SUPPLEMENTARY
INSTALLATION OF AN ELASTIC DIA PHRAGM IN THE ROCK OF SCHLEGEIS ARCH DAM
731
R. 42. G. OBERTI (ITALY) THE INTERCONNECTION BETWEEN CONCRETE DAM AND
FOUNDATIONS 743
R. 43. F. CA1ROLI, S. COLONNA, A. ERKASAR (ITALY) THE COMPLEX GROUT
CURTAIN FOR GEZENDE DAM IN TURKEY 769
XI
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PAGE
R. 44. V. CASADEI, A. GALLICO, P. P. MARINI, F. PICCINELLI (ITATTE)
BARRAGE DE RIDRACOLI - TRAVAUX CONFORTATIFS AVEC RETENUE PLEINE .. 785
R. 45. C. LOTTI (ITALY) THE LONG-TERM BEHAVIOUR OF DAMS BUILT UNDER
DIFFICULT FOUNDATION CONDITIONS 801
R. 46. W. K. SHENOUDA (EGYPT) COMPARISON BETWEEN OBSERVED AND CALCULATED
SETTLEMENT OF HIGH ASWAN DAM 819
R. 47. A. YAMAZUMI, N. HARA, K. HARITA (JAPAN) FOUNDATION TREATMENT FOR
AGIGAWA ROCKFILL DAM CONSTRUCTED ON FISSURED ROCK 831
R.48. P. BONALDI, G. RUGGERI, G. VALLINO, G. FORZANO, B. D ANCONA
(ITALY) EXAMINATION OF THE BEHAVIOUR OF THE CORBARA DAM AND ITS FOUNDA
TION DURING THE NORMAL OPERATION PERIOD FOLLOWING THE IMPROVE
MENT OF THE CONCRETE BUTTRESSES 853
R. 49. K. GRAYBILL, J. LEVALLOIS (FRANCE) CONSTRUCTION D UN ECRAN
ETANCHE A L HYDROFRAISE A TRAVERS LE NOYAU DU BARRAGE DE MUD
MOUNTAIN/CONSTRUCTION OF A CUT OFF WALL WITH THE HYDROFRAISE THROUGH THE
CORE OF MUD MOUNTAIN DAM 879
R. 50. M. D. GILLON, C. J. NEWTON (NEW ZEALAND) ABUTMENT REPAIRS AT THE
MATAHINA DAM 909
R. 51. A. BELMAHJOUB, J. SALVADOR FERNANDES, J. M, SOUSA CRUZ, A.
QUINTELA (MAROC) TRAITEMENT DE LA FONDATION DU BARRAGE DE MECHRAA EL
HAJAR PAR DES COLONNES BALLASTEES 933
R. 52. A. R. DODDIHAL, D. N. KULKARNI, V. C. SHAHANE (INDIA) EFFECT OF
DIFFICULT FOUNDATIONS ON DAM DESIGN AND CONSTRUCTION. DUDHGANGA DAM, A
CASE STUDY 951
R. 53. O. DASCAL, M. SMITH, J. MANIEZ (CANADA) MANICOUAGAN 3 FOUNDATION
CUT OFF : FIFTEEN YEARS OF OPERATION .... 961
R. 54. J. GRUMICH (CANADA) D6VELOPPEMENTDE NOUVEAUX APPAREILS POUR
REALISER LES ESSAIS D EAU ET MESURER LES SOUS*PRESSIONS DANS LES
FONDATIONS DES BARRAGES 993
R. 55. M. TURFAN, A. TATLIDIL (TURKEY) LOW STENGTH CONCRETE (LSC)
CURTAIN. APPLICATION AT TAHTALI DAM .. 1017 R, 56. V. BILGI, M. ORHON
(TURKEY) REMEDIAL MEASURES AFTER CONSECUTIVE TUNNEL COLLAPSES OF
KOCKOPRFL
DAM 1035
R. 57, E. BASMACI (TURKEY) FOUNDATION BEHAVIOUR OF ATALFLRK DAM ON FIRST
FILLING 1051
R. 58. R. B. CATANACH, R. B. HALL, R. L. JAMES, A. L. O NEILL, J. L. VON
THUN (USA) QUAIL CREEK DIKE FAILURE, FAILURE MECHANISMS, REDESIGNAND
CONSTRUC TION 1063
XII
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PAGE
R. 59. R. L. VOLPE, C. S. AHLGREN, R. E. GOODMAN (USA) SELECTION
OFENGINEERING PROPERTIES FOR GEOLOGICALLY VARIABLE FOUNDA TIONS 1087
R. 60. D. E. KLEINER (USA) EVALUATION, TREATMENT AND PERFORMANCE OF
DIFFICULT SANDSTONE FOUN DATIONS 1103
R. 61. J. J. GILMORE, N. R. TILFORD, R. AKARUN (USA) KEBAN DAM IN TURKEY
- A LARGE DAM ON KARST 1125
R. 62. T. A. LUEBKE, J. MCCLAIN, J. A. FARRAR (USA) APPLICATION OF SMW
METHOD TO JACKSON LAKE DAM MODIFICATIONS 1159
R. 63. J. E. CAVALLIN (USA) TERMINAL DAM, DESIGN AND CONSTRUCTION OF AN
EARTHFILL DAM ON A SOFT FOUNDATION 1179
R. 64. W. H. ROTH, G, BUREAU, G. BRODT (USA) PLEASANT VALLEY DAM : AN
APPROACH TO QUANTIFYING THE EFFECT OF FOUNDATION LIQUEFACTION 1199
R. 65. G. C. ANTONOPOULOS, C. KONSTANTELLOS, V. J. ZIPPARRO
(USA) CONCRETE CUT OFFWALLSAND GROUTING GALLERIES - DESIGN
CONSIDERATIONS 1225
R.66. A. VEIGA PINTO, A. QUINTELA, A. SILVA GOMES, A. M. COELHO
(PORTUGAL) BELICHE DAM. STUDY OF A FOUNDATION LEAKAGE 1241
R. 67, M. HADDAOUI, L. BENABBOU (MAROC) TRAVAUX DE CONFORTEMENT DU
BARRAGE NAKHLA ,.,.., 1259
R. 68. A. HAMOUL (ALGERIE) TRAVAUX D ETANCH6ITE DU BARRAGE DE HAMMAM
GROUZ 1281
R. 69. P. H. PERAZZO, T. I. CHOUDRY (VENEZUELA) EVALUATION OF SOIL
LIQUEFACTION POTENTIAL AT CARUACHI DAM 1297
R. 70. A. AJABI, K. AMRANE, M. EZZITOUNI (ALGERIE) CHEURFAS II:
CONSTRUCTION D UN BARRAGE-POIDS EN BETON CONVENTIONNEL SUR FONDATIONS
MIDIOCRES 1313
R.71. A. BOUTAGHOU (ALGFRIE) CAS DE LA FONDATION DU BARRAGE DE TICHI-HAF
1341
R. 72. IZHAR-UL-HAQ (PAKISTAN) FOUNDATION PROBLEMS OF TARBELA DAM
PROJECT
1353
R. 73. J.-F.TOURNERY, R. MONNET, G. CASTANIER, G. PERARDEL,
M. GANDAIS, A. JENSEN, B. COUTURIER, G. MARIOTTI (FRANCE) CAS COMPLEXES
D ETANCHEMENT DE FONDATIONS HETEROGENES 1371
R. 74. TH. STROBL (GERMANY)
ROCK SEALING UNDER DAMS BY MEANS OF A HYDRO MILL 1401
R. 75. N. TARKESHDOOZ, F. NAFISSIAZAR, Y. RASTEGARI (IRAN)
EFFECTS OF FOUNDATION CONDITIONS ON THE DESIGN OF TALEGHAN EM
BANKMENT DAM 1415
XIII
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PAGE
R.76. A. F. SILVEIRA, C. A. B. PINA, C. A. P. COSTA, F. TEIXE1RA DIREITO
(PORTUGAL) INFLUENCE OF FOUNDATION HETEROGENEITY ON SAFETY OF ARCH DUMS
1429
R. 77. D. ZOGOV1C (YUGOSLAVIA)
HYDROGEOLOGICAL CONDITIONS OF A CLAM PROJECT 1447
R. 78. B. J. GUZ1NA, M. SARIC, N. PETROVIC (YUGOSLAVIA) SEEPAGE AND
DISSOLUTION AT FOUNDATIONS OF A DAM DURING THE FIRST IMPOUNDING OF THE
RESERVOIR 1459
R.79. A. PUJOL, J. BUSTINZA, E. BECHIS (ARGENTINA) DESIGN CHANGES IN
PIEDRA DEL AGUILA DAM DUE TO THE ACTUAL FOUN DATION CONDITIONS 1477
R. 80. W, R. LARSEN, N. R. HOPTON, F. R. RAMIREZ, O. VARDL
(ARGENTINA)
YACYRETA CEMENT-BENTONITE SLURRY CUT OFF 1491
R. 81. V. RADUKIC, M. KRSTAJIC (YUGOSLAVIA) FLY ASH TAILINGS DAM FOUNDED
ON STIFF FISSURED CLAY 1519
R. 82. P. R. VAUGHAN, T. A. JOHNSTON, R. W. CHALMERS (GREAT BRITAIN)
FOUNDATION CONDITIONS AT THE RECONSTRUCTED CARSINGTON DAM 1539 R. 83. J.
C. BOSLER, C. GRATW1CK, N, BEATTIE, S. MASO (AUSTRALIA) EARTHFIU DAM ON
A FOUNDATION OF FISSURED CLAY CONTAINING AN OLD SLIDE SURFACE 1555
R. 84. R. L ROGERS, K. G. PEARCE (AUSTRALIA) EFFECT OF THE FOUNDATIONS
ON DESIGN, CONSTRUCTION AND FILLING OF SPLIT-YARD CREEK DAM 1577
R. 85. S. Y. LI, S. J. PATERSON, F, L. KINSTLER (AUSTRALIA) A CONCRETE
FACED ROCKFILI DAM CONSTRUCTED ON A DEEPLY WEATHERED FOUNDATION 1601 R.
86. P. ANAGNOSTI, N. N, ADAMO (YUGOSLAVIA) UNUSUAL FOUNDATION CONDITIONS
AT BADUSH DAM SITE 1613
R. 87. R. J. WARK, C. E. BRADBURY, M. J. SOMERFORD (AUSTRALIA)
GEOTECHNICAJ ASPECTS OF THE FOUNDATIONS FOR THE HARRIS DAM 1623 R. 88.
E. SNELL, K. KNIGHT (SOUTH AFRICA) SUSCEPTIBILITY OFDAMS TO FAILURE BY
SLIDING ON SUB-FOUNDATION STRATA
THAT DIP UPSTREAM 1643
R. 89. Z. WENHUA (CHINA) TREATMENT OF FRACTURE ZONE IN GEZHOUBA PROJECT
1667
R. 90. SHI RUIFANG, CHEN FEI, DING GUOQIANG, ZHENG J1ANBO (CHINA)
FOUNDATION TREATMENT OF LONGYANGXIA ARCH GRAVITY DAM ON THE YELLOW RIVER
, , , ]681 R. 91. K.-H. CHANG (KOREA)
FOUNDATION DESIGN WITH SLURRY DIAPHRAGM WALL METHOD FOR NAMGANG PROJECT
16M7
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PAGE
R. 92. R. J. TERMAAT (NETHERLANDS) DAMS ON SOFT SOILS : LESSONS FROM THE
DUTCH DELTA PROJECTS 1709 R.93. L. FURSTENBURG, J. P. HURAUT, K. R. K.
BLAKE, J. A. ZWAMBORN (SOUTH AFRICA)
THE INFLUENCE OF FOUNDATION CONDITIONS ON SPILLWAY AND PLUNGE POOL
DESIGN AT KATSE DAM 1727
R. 94. L. P. MIKHAILOV, I. A. PARABUCHEV, D. A. RAGOZ1N (USSR)
PARTICULAR FEATURES OFDESIGN DEVELOPMENT FOR LARGE DAMS TO BE BUILT ON
COMPLICATED FOUNDATIONS 1745
R. 95. L. HERNANI DE CARVALHO (BRAZIL) JABURU DAM - FOUNDATION
IMPROVEMENT 1755
R. 96. N. W. A. BROUG (NETHERLANDS) GEOTECHNICAL DESIGN AND CONSTRUCTION
ASPECTS OF THE FENI RIVER CLOSURE DAM (BANGLADESH) 1765
R. 97. N. R. MORGENSTERN, D. S. MATHESON, J. G. MACPHERSON (CANADA)
INFLUENCE OF FOUNDATION CONDITIONS ON DESIGN AND CONSTRUCTION OF THE
NIPAWIN HYDROELECTRIC PROJECT 1775
R. 98. H. 0. BAYAT (IRAN) STEPPED SPILLWAY FEASIBILITY INVESTIGATION
1803
R. 99. G. NOGUERA, W. GOMEZ (CHILE) DIAPHRAGM CUT OFF WALLS IN CHILE
1819
GENERAL REPORT/RAPPORT GENERAL Q. 66 1829
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| id | DE-604.BV007180120 |
| illustrated | Illustrated |
| indexdate | 2024-12-23T12:22:17Z |
| institution | BVB |
| institution_GND | (DE-588)5078531-X |
| language | Undetermined |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-004589674 |
| oclc_num | 633652044 |
| open_access_boolean | |
| owner | DE-91 DE-BY-TUM |
| owner_facet | DE-91 DE-BY-TUM |
| physical | XV, 1907 S. Ill., graph. Darst., Kt. |
| publishDate | 1991 |
| publishDateSearch | 1991 |
| publishDateSort | 1991 |
| publisher | ICOLD |
| record_format | marc |
| spellingShingle | Transactions 17-21 June 1991, Vienna, Austria |
| title | Transactions 17-21 June 1991, Vienna, Austria |
| title_auth | Transactions 17-21 June 1991, Vienna, Austria |
| title_exact_search | Transactions 17-21 June 1991, Vienna, Austria |
| title_full | Transactions 17-21 June 1991, Vienna, Austria 3 Question 66 Seventeenth International Congress on Large Dams |
| title_fullStr | Transactions 17-21 June 1991, Vienna, Austria 3 Question 66 Seventeenth International Congress on Large Dams |
| title_full_unstemmed | Transactions 17-21 June 1991, Vienna, Austria 3 Question 66 Seventeenth International Congress on Large Dams |
| title_short | Transactions |
| title_sort | transactions 17 21 june 1991 vienna austria question 66 |
| title_sub | 17-21 June 1991, Vienna, Austria |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=004589674&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV007180109 |
| work_keys_str_mv | AT internationalcongressonlargedamswien transactions1721june1991viennaaustria3 |