International Congress on Large Dams: Transactions ; 16. 13-17 June 1988, San Francisco, USA 4 Question 63 : design flood and operational flood control
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| adam_text | VOLUME X QUESTION 63 TRANSACTIONS COMPTES RENDUS PUBLISHED BY THE
INTERNATIONAL COMMISSION ON LARGE DAMS PUBLICS PAR LA COMMISSION
INTERNATIONALE DES GRANDS BARRAGES 151, BD HAUSSMANN, 75008 PARIS,
FRANCE M : 47 64 6824-47 64 67 33-47 64 54 38 WEX : 641320 F VOLUME IV
PAGE TABLE OF CONTENTS WORDING OF QUESTION 63 VIII TABLE OF CONTENTS OF
PAPERS ON QUESTION 63 IX PAPERS ON QUESTION 63 1 GENERAL REPORT QUESTION
63 1621 TABLE DES MATIERES PAGE LIBELL6 DE LA QUESTION 63 VIII TABLE DES
MATIERES DES RAPPORTS SUR LA QUESTION 63 IX RAPPORTS SUR LA QUESTION 63
1 RAPPORT G6N6RAL QUESTION 63 1621 PAPERS ON Q 63 RAPPORTSSUR LAQ63
QUESTION 63LZZ TABLEOF CONTENTS I I TABLEDESMATIERES OF PAPERS DES
RAPPORTS PAGE R. 1. J. RIOS, V. BARBALHO (BRESIL) LES CONSIGNES DE
L EVACUATEUR DE CRUE DE PUSINE DE TUCURUI 1 R. 2. R. VIERA DECARVALHO,
G. MAGELA PEREIRA, H. MELLO DE MORAES, A. LIMA DE ARAUIO (BRAZIL)
HISTORIC FLOOD DURING THE2ND PHASE OF TOCANTINS RIVER DIVERSION FOR THE
CONSTRUCTION OFTUCURUI POWER PLANT 11 R. 3. L. F, PIERRE, V. HERNANDEZ
(BRAZIL) DESIGN FLOOD FOR THE GARABI HYDROELECTRIC PLANT 19 R, 4. E.
CARVALHO, C. ALMEIDA DE SOUZA, J. E. MAIA CASTRO, F. A.MESQUITA FERREIRA
(BRAZIL) SAO FELIX HYDROELECTRIC PROJECT - DESIGN FLOOD 33 R. 5. A. IHA,
J.AYRES DECAMPOS, E. A.LARROSABEQUIQ (BRAZIL) HYDROELECTRIC COMPLEX OF
ALTAMIRA - SPILLWAY TYPE SELECTION AT JURUA DAM 45 R. 6. E. CARVALHO, E.
FUKS (BRAZIL) SAO FELIX HYDROELECTRIC PROJECT - ASSOCIATED RISKS TO
CONSTRUCTION STAGES 59 R, 7. A. RIBEIRO (PORTUGAL) PORTUGUESE DOURO
(NATIONAL AND INTERNATIONAL) - CRITERIA FOR THE CONSTRUCTION DIVERSION -
FLOODS AND COFFERDAMS 69 R. 8. P. MEILLAND, O. CAYLA (FRANCE) LES
RAFETHODES DE CALCUL DE LA CRUE DE PROJET ET LA GARANTIE DE
FONCTIONNEMENT DES EVACUATEURS 79 R. 9. E. KLEIVAN, I.TORBLAA (NORWAY)
OPINIONS ON UNGATED VS GATED SPILLWAY FOR EMBANKMENT DAMS .... 97 R. 10.
J. R. VILLALBA, L. A. SEIFART, A. SZPILMAN, J. A. ROSSO, C. PIASENTIN,
A. S. FIORINI (BRAZIL) SAFETY CRITERIA ADOPTED FOR CONSTRUCTION OF THE
ITAIPU COFFERDAMS 107 R. 11. Z. J. HELD (POLAND) AN UNEXPECTED FLOOD AT
THE WLOCLAWEK RESERVOIR, IN 1982 129 R. 12. S. JANSSON, S. SOERACHMAD
(SWEDEN) CRITERIA FOR CHOICE OF LOW-LEVEL OUTLET AT EMBANKMENT DAMS 141
R. 13. A. LENCASTRE, D. COELHO (PORTUGAL) FLOOD FLOWS UNDER UNCERTAINTY
- PEQUENOS LIBOMBOS DAM IN MOZAMBIQUE 157 R. 14. K. TERAZONO, M. KURODA,
T. KANAMOR1, N. HARA (JAPAN) FLOOD CONTROL OPERATION AND DISCHARGE
WARNING SYSTEM AT KUSAKI DAM 167 R. 15. B. L. T ANTWELL, K, A. MURLEY
(AUSTRALIA) DESIGN FLOOD GUIDELINES, AUSTRALIA 187 IX PAGE R. 16. D. H.
PILGRIM, I. A. ROWBOTTOM, G. L.WRIGHT (AUSTRALIA) ESTIMATION OF SPILLWAY
DESIGN FLOODS FOR AUSTRALIAN DAMS 205 R. 17. G. LOMBARDI (SUISSE)
ANALYSE FR6QUENTIELLE DES CRUES - DISTRIBUTIONS BORNEES 231 R. 18. B,
DIEME, D. NEUHAUS, F. ZWAENEPOEL (FRG) DETERMINATION OF THE PROJECT AND
DESIGN FLOODS FOR THE MANANTALI DAM IN MALI 259 R. 19. S. TAKASU, J.
YAMAGUCHI (JAPAN) PRINCIPLE FOR SELECTING TYPE OF SPILLWAY FOR FLOOD
CONTROL DAMS IN JAPAN 279 R.20. H. E. MINOR, R. SCHMIDIGER (SWITZERLAND)
SELECTION OFSPILLWAY TYPE GIVING SPECIAL ATTENTION TO SAFETY ASPECTS 305
R.21. R. SINNIGER, P. L. BOURDEAU (SWITZERLAND) PROBABILITY-BASED DESIGN
OF TEMPORARY DIVERSIONS 319 R.22. R. BIEDERMANN, P. DELLEY, K. FLURY, W.
HAUENSTEIN, R. LAFFITE, G. LOMBARDI (SWITZERLAND) SAFETY OF SWISS DAMS
AGAINST FLOODS : DESIGN CRITERIA AND DESIGN FLOOD 345 R. 23. D. VISCHER,
P. RUTSCHMANN (SWITZERLAND) SPILLWAY FACILITIES : TYPOLOGY AND GENERAL
SAFETY QUESTIONS 371 R. 24. C. H. KIM, W. S. AHN (KOREA) A STUDY ON THE
ABNORMAL FLOOD CONTROL METHODS BY MULTIPURPOSE RESERVOIR , 383 R, 25. W.
LEE (KOREA) ANALYTICAL ASSESSMENT ON THE DESIGN FLOOD AND FLOOD CONTROL
RULE OF DAMS IN THE HAN RIVER BASIN, KOREA 393 R. 26. J. SONU (KOREA)
DEVELOPMENT OF RAINFALL-RUNOFF MODEL FOR SMALL WATERSHED AND PARAMETER
OPTIMIZATION 409 R.27. Y. N. YOON, B. H. SEOH (KOREA) DESIGN AND
APPLICATION OF THE FLOOD FORECASTING SYSTEM FOR THE NAKDONG RIVER BASIN
., 425 R.28. N. R.SAELTHUN (NORWAY) NORWEGIAN PROCEDURES FOR FLOOD
ESTIMATION 437 R. 29. J. M. A. SANTA CLARA (ZIMBABWE) THE HYDROLOGICAL
OPERATION OF THE KARIBA HYDROELECTRIC SCHEME : PAST, PRESENT AND FUTURE
449 R.30. T. C. KABELL (ZIMBABWE) THE ASSESSMENT OF DESIGN FLOOD
PARAMETERS IN ZIMBABWE 479 R.31. S. BOONPIRAKS, P. RATNARATHORN, K.
KULKANJANA- TORN (THAILAND) RESERVOIR OPERATION OF UBOL RATANA DAM AFTER
IMPROVEMENT 493 R. 32. K.SINDHVANANDA, K. NAPARAXAWONG, C.SWATDIRURK
(THAILAND) PRE AND POST-DAM FLOOD CHARACTERISTICS OF UBOL RATANA DAM 507
Y PAGE R. 33. S. CHAMPA, B. MAHATHARADOL, A. SUTHINSAK (THAILAND)
SPILLWAY OPERATION OF SRINAGARIND DAM AND KHAO LAEM DAM .... 521 R. 34.
A. SVEEN, D. K. LYSNE, L. E. PETTERSON (NORWAY) DESIGN OF SUPPLEMENTARY
SPILLWAY 537 R. 35. G. R. POWLEDGE, D. L. SVEUM (USA) OVERTOPPING
EMBANKMENT DAMS - AN ALTERNATIVE IN ACCOMMODATING RARE FLOODS? 555 R.
36. J. J. CASSIDY, D. B. CHERRY, S. L. HUI, J. E. WELTON (USA)
CONSIDERATION WITH REGARD TO THE CHOICE OF RECURRENCE INTERVAL FOR A
DESIGN FLOOD 583 R. 37. N. F. PARRETT (USA) DECISION PROCESS ELEMENTS TO
SELECTING SOLUTIONS FOR HYDROLOGIC DEFICIENCIES AT EXISTINGDAMS 605 R.
38. H, E. KARBS (USA) GRAPEVINE DAM SPILLWAY MODIFICATION 629 R. 39. B.
H,WANG (USA) DETERMINATION OF DESIGN FLOOD FOR SPILLWAYS 647 R.40. S.
FUJIMOTO, A. MORITANI (JAPAN) FLOOD CONTROL THROUGH DAM AND RESERVOIRS
WITH SMALL CATCHMENT AREA IN JAPAN 667 R.41. D. STEPHENSON, S. T.
COLLINS (SOUTH AFRICA) PROBLEMS DUE TO INACCURATE FLOOD ESTIMATES AT
COLLYWOBBLES 691 R. 42. V. BROZA (TCHICOSLOVAQUIE) DIMENSIONNEMENT DES
EVACUATEURS DE CRUE DES BARRAGES. PRATIQUE ACTUELLE, EXPERIENCES
D EXPLOITATION. IDEES NOUVELLES 701 R, 43. N. CASTILLEJO, T. SEMELER
(VENEZUELA) DETERMINATION OFCONSTRUCTION FLOOD FOR MACAGUA PROJECT 711
R, 44, N. CASTILLEJO, A.MARCANO (VENEZUELA) OPERATION OF GURI DAM
SPILLWAY DURING RAISING OF THE DAM 727 R. 45. A. MARCANO, A. PATINO, C.
CASTRO (VENEZUELA) SELECTION OFTHE ENERGY DISSIPATORS FOR THE SPILLWAYS
OFLOWERCARONI PROJECTS 745 R. 46. K. A. FERGUSON, J. W. FRANCE (USA)
SELECTION OFSPILLWAYDESIGN FLOODS BASED ON ANINCREMENTAL DAMAGE
ASSESSMENT (IDA) 769 R. 47. SOEDIBYO (INDONESIA) UNPREDICTED HIGH FLOOD
: CASE HISTORIES AT MRICA HEPP 787 R. 48. S. SOERACHMAD (INDONESIA)
MRICA DAM, INDONESIA - CRITERIA FOR CHOICE OF SPILLWAYS 799 R. 49. C.
D.SOEMARTO (INDONESIA) DESIGN FLOOD FOR DEPOK FLOOD CONTROL DAM 815 R.
50. H. REBAGLIATI, A. SANCHEZ GUZMAN, C. M. FIGUEROA (ARGENTINA) REVIEW
OF DESIGN CRITERIA OF DIVERSION FLOOD IN PIEDRA DEL AGUILA PROJECT ^37
XI PAGE R. 51. J. D. GOSDEN (GREAT BRITAIN) THE ROLE OF TWO DAMS IN A
FLOOD ALLEVIATION SCHEME IN MALAYSIA .. 861 R. 52. P. A. A. BACK, D. L.
WILDEN (GREAT BRITAIN) AUTOMATIC FLOOD ROUTING AT VICTORIA DAM, SRI
LANKA 879 R. 53. M. F. KENNARD, K. T. BASS (GREAT BRITAIN) DETERMINATION
OFDESIGN FLOOD AND ITS APPLICATION TO EXISTING DAMS 897 R. 54. R. W.
CARSON, M. J. NOZDRYN-PLOTN1CKI, B. W. KOR- BAYLO (CANADA) FLOOD STUDIES
OF THE NELSON RIVER 913 R. 55. W. K. SHENOUDA (EGYPT) DESIGN FLOODS IN
EGYPTIAN DAMS AND BARRAGES 929 R. 56 K. RYTTERS (SWEDEN) THE MRICA
SPILLWAYS 939 R. 57. P. H. REITER (FINLAND) EXPERIENCE IN DESIGN FLOOD
ANALYSIS OFDAMS IN FINLAND (EXAMPLE : THE KOKEMAENJOKI RIVER IN
SOUTHWESTERN FINLAND) 951 R. 58. M. KIVIJARVI, P. H. REITER (FINLAND)
THE INTERACTIVE, DYNAMIC RIVER MANAGEMENT COMPUTER MODEL OF KEMIJOKI
RIVER AND ITS USE FOR OPTIMIZING AND SAFEGUARDING OPERATIONS UNDER
EXTRAORDINARY FLOOD CONDITIONS 975 R. 59. P. H. REITER (FINLAND)
NUMERICAL MODEL SIMULATIONS OF DAM OPERATION UNDER EXTRAORDI NARY FLOOD
CONDITIONS 995 R. 60. D. DUBAND, C. MICHEL, H. GARROS, J, ASTIER
(FRANCE) EVALUATION DESCRUES EXTREMES ETDE LA CRUE DE PROJETPAR LA
M6LHODE DU GRADEX 1009 R. 61. G. ENFORS, J. EUREN1US (SWEDEN) THE ORE
RIVER, SWEDEN, CONSEQUENCES OF UNPREDICTED HIGH FLOODS 1049 R. 62. A. D.
MOH1LE, S. N. KATHURIA (INDIA) DESIGN FLOOD STUDIES FOR INDIRA SAROVAR
(BODHGHAT) HYDROELECTRIC PROJECT 1063 R. 63. J. F. MISTRY, M. U.
PUROH1T, T. V. K. MURTHY, K. J. MODI (INDIA) ESTIMATION OFDISASTROUS
FLOOD AT MACCHU DAM-IL ON AUGUST 11-12, 1979 AND REVISED DESIGN FLOOD
FOR ITS RESTORATION 1077 R. 64. J. L. GUITART, C. GOMEZ-CAFFARENA
(SPAIN) DETERMINATION OF FLOODS BY STATISTICAL METHODS 1089 R, 65. J.
DELGADO GARCIA (SPAIN) BASIC CRITERIA FOR SIZING LARGE DAM SPILLWAYS
1093 R.66. J. L BARRACH1NA, L. M. BLASCO (SPAIN) AN UNPREDICTED HIGH
FLOOD AT LA BAELLS DAM ON THE 7TH AND 8TH NOVEMBER 1982 1107 R. 67. S.
BERGSTROM, P. E. OHLSSON (SWEDEN) TOWARDS NEW GUIDELINES ON SPILLWAY
DESIGN IN SWEDEN 112! PAGE R. 68. B, C. V. KARTHA (CANADA) DERIVATION OF
DESIGN FLOODS FOR HYDRO PROJECTS IN PACIFIC CANADA 1133 R. 69. A. M.
MELONE, C. D. SELLARS (CANADA) RE-EVALUATION OF DESIGN FLOODS THIRTY
YEARS AFTER DAM CONSTRUCTION 1157 R. 70. CH. GUILLAUD (CANADA) LA
DETERMINATION DE LA CRUE DE PROJET : LES PRINCIPES ET LEUR APPLI CATION
1177 R.71. G. PERSSON, B. BERGANDER (SWEDEN) SIPHON OUTLET FOR EMERGENCY
DISCHARGE AT LJUSNEFORS HYDRO POWER PLANT, SWEDEN : 1197 R. 72. M.
J.TAYLOR (SOUTH AFRICA) OXKRAAL DAM - DETERMINATION OF RISK DUE TO
CONSTRUCTION FLOOD .. 1211 R. 73. W. J. R.ALEXANDER, Z. P. KOVACS (SOUTH
AFRICA) LESSONS LEARNT FROM EXCEPTIONAL FLOODS IN SOUTHERN AFRICA 1223
R. 74. R. L. SCHULMAN, H. W. KRAUCH, J. MORAES ZALESKI, A. SZPILMAN, W.
M. EMERSON, C. PIASENTIN (PARAGUAY) ITAIPU PROJECT SPILLWAY BEHAVIOUR
DURING THE MAXIMUM RECORDED FLOOD 1239 R. 75. F. GIJON (SPAIN) THE
EVACUATION OFFLOODS DURING THE OPERATION OF RESERVOIRS 1261 R. 76. A.
PASTORTURULLOLS (SPAIN) THE YEGUASDAM SPILLWAY 1285 R. 77. J. CAJETE
BALTAR, J. L. BLANCOSEOANE (SPAIN) SPILLWAY DIMENSIONING REVISION -
MODIFICATIONS IN PLANDESCUN AND SAN ESTEBAN DAMS 1307 R. 78. J. C.
MILLET, J. CHAMBON, G. SOYER, C. LEFEVRE (FRANCE) AUGMENTATION DE LA
CAPACITE DES OUVRAGES D EVACUATION DE DIVERS BARRAGES 1325 R. 79. J.
LECORNU, N. BORDIEC, P. TOURASSE, G. CHARRETON, L. GRAND, J.-P. DUBEL,
J.-M.DUJARDIN (FRANCE) EXEMPLES DE PRISE EN COMPTE DE L ANNONCE DES
CRUES DANS LA CONCEPTION ET 1 EXPLOITATION DE BARRAGES FRANCAIS 1349 R.
80. W. H. HAGER, R. SINNIGER (SWITZERLAND) RESERVOIR STORAGE EFFECT ON
DESIGN FLOOD 1376 R.81. F. VERNI (CHILI) HYDROLOGIC ANALYSIS OF THE
STORM AFFECTING THE CENTRAL ZONE OF CHILE IN JUNE 1986 1401 R. 82. D.
MRIOUAH (MAROC) CRUES IMPORTANTES IMPREVUES : CAS DU BARRAGE DE OUED EL
MAKHA- ZINE AU MAROC 1419 R. 83. A. EDDIANI (MAROC) CRUE DE PROJET ET
MAITRISE DES CRUES AU FUTURBARRAGE DE M JARA ,. 1429 R. 84. P. G. MACKEY
(GREAT BRITAIN) DERWENT VALLEY AND LADYBOWER DAMS. FLOOD ACCOMMODATION
WORKS AND RAISING TO MEET PROBABLE MAXIMUM FLOOD 1455 XIII PAGE R. 85.
R. WIDMANN (AUSTRIA) INFLUENCE OFALPINE RESERVOIRS ON FLOOD DISCHARGE
1471 R. 86. P. RISSLER (FRG) OUTLET SIZE AND SUCCESS OF EROSION
MANAGEMENT 1485 R. 87. G. STEVANELLA (ITALY) EVALUATION OF WAVES DUE TO
LANDSLIDES 1501 R. 88. J. PAN, W. TENG (CHINA) DETERMINATION OF DESIGN
FLOOD IN CHINA 1515 R. 89. J. KONGETER (FRG) ERODIBLE DAMS AS FUSE PLUG
SPILLWAY. GUACERIQUE DAM (HONDURAS) AND KOUDIAT AFFRENDAM (ALGERIA)
AREDEMONSTRATED AS EXAMPLES 1529 R.90. G. A. DEVOTO, R. A. MANZANO, I.
L. OBERTELLO, R. S. SEOANE (ARGENTINA) PROBABLE MAXIMUM FLOOD
FORTHEDESIGN OFPIEDRADEL AGUILA PROJECT 1543 R. 91. A. LARA (ARGENTINA)
FLOOD CONTROL VERSUS ENERGY PRODUCTION IN YACYRETA - AN OPTIMI ZATION
CASE 1561 R. 92. A. LARA, N. BADANO, J. LINDELL (ARGENTINA) DESIGN FLOOD
AND CONTROL STRUCTURES FOR YACYRETA HYDROELECTRIC SCHEME 1573 R. 93. V.
M.SEMENKOV, B. G. KARTELEV, G. L. RUBINSTEIN (USSR) (*) PASSAGE OF WATER
DURING CONSTRUCTION AND OPERATION OF HYDRO PROJECTS COMPRISING LARGE
DAMS 1593 R. 94. A. MILLA, A. PEDRERO, J. A. HERRERAS (SPAIN) (*) THE
AUTOMATIC FLOOD FORECAST AND WARNING SYSTEM IN SPAIN 1609 GENERAL
REPORT/RAPPORT GDNIRALQ 63 1621 (*) LATE PAPERS/RAPPORTS NON EXAMINESPAR
LE RAPPORTEUR GDNDRAL. XIV
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| spelling | International Congress on Large Dams 16 1988 San Francisco, Calif. Verfasser (DE-588)5041622-4 aut International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA 4 Question 63 : design flood and operational flood control Paris ICOLD 1988 XIV, 1789 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier (DE-604)BV035431645 4 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=017352029&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA |
| title | International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA |
| title_auth | International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA |
| title_exact_search | International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA |
| title_full | International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA 4 Question 63 : design flood and operational flood control |
| title_fullStr | International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA 4 Question 63 : design flood and operational flood control |
| title_full_unstemmed | International Congress on Large Dams Transactions ; 16. 13-17 June 1988, San Francisco, USA 4 Question 63 : design flood and operational flood control |
| title_short | International Congress on Large Dams |
| title_sort | international congress on large dams transactions 16 13 17 june 1988 san francisco usa question 63 design flood and operational flood control |
| title_sub | Transactions ; 16. 13-17 June 1988, San Francisco, USA |
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