references3a978-94-015... · 2017. 8. 23. · 234 dooge, j. c. i. (1973): linear theory of...

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References Aisiks, E. G. (1993): 'Design Floods and Dam Safety: South American Criteria and Practices'; in: Proc. Int. Workshop on Dam Safety Evaluation, Grindewald, Switzerland, Vol. 1, 1-12. Alexander, W. J. R. and Kovacs, Z. P. (1988): 'Lessons Learned from Exceptional Floods in Southern Africa'; in: Trans. 16th ICOLD Congress, San Francisco, CA, Question No. 63, R. 73, 1223-1273. American Society of Civil Engineers (ASCE) (1975): Lessons from Large Darns. Report of the Com- mittee on Failures and Accidents to Large Dams, of USCOLD; New York (ASCE). ANCOLD (1976): Guidelines on Design Floods for Dams, Bulletin, Australian National Committee on Large Dams, Syndey, Australia. Arulandan, K. and Perry, E. B. (1983): 'Erosion in Relation to Filter Design Criteria in Earth Dams', J. Geotech. Eng., 109(5), 682-698. ASCE (1988): Lessons from Dam Incidents - USA 11; New York (American Soceity of Ci vii Engineers). Babb, A.O. and Mermel, T. W. (1968): Catalog of Dam Disasters, Failures and Accidents, PB179243; Washington, DC (Bureau of Reclamation). Baecher, G. B., Pate, M. E., and Neufville, R. D. (1980): 'Risk ofDam Failure in Benefit Cost Analysis', Water Resources Res., 16(3), 449-456. Bassell, B. (1904): Earth Dams: A Study; New York (The Engineering News Publication Company). Bay, E. M. and Miller, D. L. (1965): Inflow Design Flood for Hyrum Dam, Utah Flood Studies for Existing Reservoirs; Memorandum, Denver, CO (Bureau of Reclamation, U.S. Department of the Interior). Berga, L. (1992): New Trends in Design Flood Assessment, ICOLD Symposium on Dams and Extreme Floods, Granada, Spain, September 1992. Bergstrom, S. and Ohlsson, P. E. (1988): 'Towards New Guidelines on Spillway Design in Sweden'; in: Trans. 16th ICOLD Congress, San Francisco, CA, Question No. 63, R. 67, 1121-1131. Biedermann, R. (1985): 'Dam Safety in Switzerland'; in: Swiss Dams - Monitoring and Maintenance, 24-39 (Swiss National Committee on Large Dams). Biedermann, R., Delley, P., Flury, K., Hauenstein, W., Lafitte, and Lombardi, G. (1988): 'Safety of Swiss Dams Against Floods: Design Criteria and Design Flood'; in: Trans. 16th ICOLD Congress, San Francisco, CA, Question No. 63, R. 22, 345-369. Binnie, G. M. (1978): 'The Collapse of Dale Dyke Dam in Retrospect', Quarterly J. Eng. Geot., 11, 305-325. Binnie, G. M. (1981): Early Victorian Water Engineers; London (Telford). Biswas, A. K. and Chatterjee, S. (1971): 'Dam Disasters - an Assessment', Eng. J. (Canada), 54(3), 3-8. Bonaldi, P., Pruggeri, G., Fanelli, M., Giuseppetti, G., and Mazza, G. (1993): 'Considerations About Dam Safety'; in: Proc. Int. Workshop on Dam Safety Evaluation, Grindewald, Switzerland, Vol. 3,71-75. Bowers, R. (1989): 'Safer Dams', Civil Eng., 59, 61-64. Brater, E. F. (1959): 'Hydraulies'; in: L. C. Urquhart (ed.), Civil Engineering Handbook, Section 4, 4.44-4.60; New York (McGraw-Hill). Brown, C. B. (1950): 'Sediment Transportation'; in: H. Rouse (ed.), Engineering Hydraulics; New York (Wiley) Brown, C. O. and Graham, W. J. (1988): 'Assessing the Threat to Life From Dam Failure', Water Resources Bull., 24, 1303-1304. 232

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  • References

    Aisiks, E. G. (1993): 'Design Floods and Dam Safety: South American Criteria and Practices'; in: Proc. Int. Workshop on Dam Safety Evaluation, Grindewald, Switzerland, Vol. 1, 1-12.

    Alexander, W. J. R. and Kovacs, Z. P. (1988): 'Lessons Learned from Exceptional Floods in Southern Africa'; in: Trans. 16th ICOLD Congress, San Francisco, CA, Question No. 63, R. 73, 1223-1273.

    American Society of Civil Engineers (ASCE) (1975): Lessons from Large Darns. Report of the Com-mittee on Failures and Accidents to Large Dams, of USCOLD; New York (ASCE).

    ANCOLD (1976): Guidelines on Design Floods for Dams, Bulletin, Australian National Committee on Large Dams, Syndey, Australia.

    Arulandan, K. and Perry, E. B. (1983): 'Erosion in Relation to Filter Design Criteria in Earth Dams', J. Geotech. Eng., 109(5), 682-698.

    ASCE (1988): Lessons from Dam Incidents - USA 11; New York (American Soceity of Ci vii Engineers). Babb, A.O. and Mermel, T. W. (1968): Catalog of Dam Disasters, Failures and Accidents, PB179243;

    Washington, DC (Bureau of Reclamation). Baecher, G. B., Pate, M. E., and Neufville, R. D. (1980): 'Risk ofDam Failure in Benefit Cost Analysis',

    Water Resources Res., 16(3), 449-456. Bassell, B. (1904): Earth Dams: A Study; New York (The Engineering News Publication Company). Bay, E. M. and Miller, D. L. (1965): Inflow Design Flood for Hyrum Dam, Utah Flood Studies for

    Existing Reservoirs; Memorandum, Denver, CO (Bureau of Reclamation, U.S. Department of the Interior).

    Berga, L. (1992): New Trends in Design Flood Assessment, ICOLD Symposium on Dams and Extreme Floods, Granada, Spain, September 1992.

    Bergstrom, S. and Ohlsson, P. E. (1988): 'Towards New Guidelines on Spillway Design in Sweden'; in: Trans. 16th ICOLD Congress, San Francisco, CA, Question No. 63, R. 67, 1121-1131.

    Biedermann, R. (1985): 'Dam Safety in Switzerland'; in: Swiss Dams - Monitoring and Maintenance, 24-39 (Swiss National Committee on Large Dams).

    Biedermann, R., Delley, P., Flury, K., Hauenstein, W., Lafitte, and Lombardi, G. (1988): 'Safety of Swiss Dams Against Floods: Design Criteria and Design Flood'; in: Trans. 16th ICOLD Congress, San Francisco, CA, Question No. 63, R. 22, 345-369.

    Binnie, G. M. (1978): 'The Collapse of Dale Dyke Dam in Retrospect', Quarterly J. Eng. Geot., 11, 305-325.

    Binnie, G. M. (1981): Early Victorian Water Engineers; London (Telford). Biswas, A. K. and Chatterjee, S. (1971): 'Dam Disasters - an Assessment', Eng. J. (Canada), 54(3),

    3-8. Bonaldi, P., Pruggeri, G., Fanelli, M., Giuseppetti, G., and Mazza, G. (1993): 'Considerations About

    Dam Safety'; in: Proc. Int. Workshop on Dam Safety Evaluation, Grindewald, Switzerland, Vol. 3,71-75.

    Bowers, R. (1989): 'Safer Dams', Civil Eng., 59, 61-64. Brater, E. F. (1959): 'Hydraulies'; in: L. C. Urquhart (ed.), Civil Engineering Handbook, Section 4,

    4.44-4.60; New York (McGraw-Hill). Brown, C. B. (1950): 'Sediment Transportation'; in: H. Rouse (ed.), Engineering Hydraulics; New York

    (Wiley) Brown, C. O. and Graham, W. J. (1988): 'Assessing the Threat to Life From Dam Failure', Water

    Resources Bull., 24, 1303-1304.

    232

  • REFERENCES 233

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  • 238

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  • Subject Index

    Arch dam 1, 5, 6, 28

    BEED model 139, 186, 195,206,208,215-217, 219, 221-226, 228

    Breach 34, 55, 101, 112, 114, 117, 121, 154, 155

    channel 54

    erosion 58, 63, 108, 110, 112, 119, 122, 157, 221

    development 41, 185

    formation 41, 55, 134, 169

    hydrograph 139

    shape 35, 48, 55, 108, 109, 155

    Breaching 34, 58

    BRDAM model 157, 160, 161, 221, 224-226

    BREACH model 176, 185,221-225,228

    Broad-crested weir 54, 106, 175, 222

    Channel routing 41, 44

    Christfano model 151, 154, 221-224

    Concrete dams 5, 14, 28

    Contour method 193

    Cost of dam faHure 20

    Dam

    breach 58, 104, 122, 125, 151, 153

    breach seetions 122

    breaching 24, 41, 48, 55

    failure 16, 19, 20, 28, 29, 49, 51, 59-61, 80, 153

    rehabilitation 19

    safety 16, 19,24-26, 151

    safety criteria 24-26

    safety evaluation 24-26, 51

    241

    Damage 59, 80

    DAMBRK model 169, 173, 174,221,224,225, 228

    Design

    basis flood (DBF) 18

    flood 19, 24, 28, 41, 49, 52, 53

    flood estimation 19

    flood hydrograph 51

    Earth

    cored rockfill dams 3

    dams 17,27,216

    fill dams 5, 10, 14,27,28,31,34,80

    fill embankment 63, 79, 83

    Embankment dams 7, 14,28,29,31,34,35

    Erodibility 33

    Erosion 34, 35, 37, 38, 55, 58, 80, 104, 108, 110, 112, 150, 151, 164, 190, 206

    Flood

    damage 59

    plain 198, 203, 219

    routing 157, 196

    Gravity dam 6, 28, 88

    Hazard 24, 50

    c1assification 24

    potential 50

    Internal

    erosion 34, 38

    friction 178

    Instantaneous unit hydrograph 43

  • 242

    Linear reservoir 43

    Lou model 164, 221-224, 228

    Masonry dam 14

    Multiple arch dam 3

    Muskingum method 44-46

    National dam inspection program 17

    Nogueira model 167, 221-225, 228

    Overtopping 16, 18,20,28-31, 34, 38,41, 63, 80, 85, 86, 88, 89, 91, 104, 153, 156, 157, 161, 177

    ftoods 54

    Orifice ftow 54

    Piping 14, 16, 28, 39, 154, 156-158, 177

    Probability

    of dam failure 10, 14, 16

    of failure 24, 30

    Probable

    maximum ftood (PMF) 18,49, 52

    maximum precipitation (PMP) 49

    SUBJECT INDEX

    PT model 161, 164, 221, 222, 224, 225

    Reservoir

    water balance 41, 47, 117, 186

    routing 41, 47, 163

    Risk 24-26, 52, 53

    of dam failure 20, 24

    Rockfill dams 14, 30, 80, 97

    Roughness

    grain 54

    Seepage 14, 16,28,30,31,34,38,87,193

    Shear stress 56, 167

    Sloughing 41, 96, 153, 228

    Slope collapsing 58

    SMPDBK model 174, 176,221,222,224,225, 228

    Storage-discharge relation 43

    Tractive force theory 154

    Triangular breach section 130

    Unit hydrograph method 43

  • Water Science and Technology Library

    1. A.S. Eikum and R.W. Seabloom (eds.): Alternative Wastewater Treatment. Low-Cost SmallSystems, Research and Development. Proceedings of the Conference held in Oslo, Norway (7-10 September 1981).1982

    ISBN 90-277-1430-4 2. W. Brutsaert and G.H. Jirka (eds.): Gas Transfer at Water Surfaces. 1984

    ISBN 90-277-1697-8 3. D.A. Kraijenhoff and J.R. Moll (eds.): River Flow Modelling and Forecasting.

    1986 ISBN 90-277-2082-7 4. World Meteorological Organization (ed.): Microprocessors in Operational

    Hydrology. Proceedings of a Conference held in Geneva (4--5 September 1984). 1986 ISBN 90-277-2156-4

    5. J. Nemec: Hydrological Forecasting. Design and Operation of Hydrological Forecasting Systems. 1986 ISBN 90-277-2259-5

    6. V.K. Gupta, I. Rodriguez-Iturbe and E.F. Wood (eds.): Scale Problems in Hydrology. Runoff Generation and Basin Response. 1986

    ISBN 90-277-2258-7 7. D.C. Major and H.E. Schwarz: Large-Scale Regional Water Resources

    Planning. The North Atlantic Regional Study. 1990 ISBN 0-7923-0711-9 8. W.H. Hager: Energy Dissipators and Hydraulic lump. 1992

    ISBN 0-7923-1508-1 9. V.P. Singh and M. Fiorentino (eds.): Entropy and Energy Dissipation in Water

    Resources. 1992 ISBN 0-7923-1696-7 10. K.W. Hipel (ed.): Stochastic and Statistical Methods in Hydrology and

    Environmental Engineering. A Four Volume Work Resulting from the International Conference in Honour of Professor T. E. Unny (21-23 June 1993). 1994 10/1: Extreme values: floods and droughts ISBN 0-7923-2756-X 10/2: Stochastic and statistical modelling with groundwater and surface water applications ISBN 0-7923-2757-8 10/3: Time series analysis in hydrology and environmental engineering

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    11. S.N. Rodionov: Global and Regional Climate Interaction: The Caspian Sea Experience. 1994 ISBN 0-7923-2784-5

    12. A. Peters, G. Wittum, B. Herrling, U. Meissner, C.A. Brebbia, W.G. Gray and G.F. Pinder (eds.): Computational Methods in Water Resources X. 1994

    Set 1211-12/2: ISBN 0-7923-2937-6 13. C.B. Vreugdenhil: Numerical Methodsfor Shallow-Water Flow. 1994

    ISBN 0-7923-3164-8 14. E. Cabrera and A.F. Vela (eds.): Improving Efficiency and Reliability in Water

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  • Water Science and Technology Library

    15. V.P. Singh (ed.): EnvironmentalHydrology. 1995 ISBN 0-7923-3549-X 16. V.P. Singh and B. Kumar (eds.): Proceedings ofthe International Conference

    on Hydrology and Water Resources (New Delhi, 1993). 1996 16/1: Surfaee-water hydrology ISBN 0-7923-3650-X 16/2: Subsurfaee-water hydrology ISBN 0-7923-3651-8 16/3: Water-quality hydrology ISBN 0-7923-3652-6 16/4: Water resourees planning and management ISBN 0-7923-3653-4

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