Hydraulic Design of Labyrinth Weirs

Hydraulic Design of Labyrinth Weirs

Volumn , Issue , 2002, Pages 1-160

  Falvey, Henry T ^a  

^a NONE

Author keywords

[No Author keywords available]

Indexed keywords

DISCHARGE (FLUID MECHANICS); ERROR ANALYSIS; FLOODS; FUNCTIONS; MATHEMATICAL MODELS; NAVIER STOKES EQUATIONS; RESERVOIRS (WATER); STORMS; SURFACE TENSION;

HYDRAULIC DESIGN; LABYRINTH WEIRS;

SPILLWAYS;

EID: 0141537982     PISSN: None     EISSN: None     Source Type: Book    
DOI: None     Document Type: Conference Paper

References (135)

1. Ackers, P., (1957). "A theoretical consideration of side weirs as storm water overflows." Proceedings of the Institution of Civil Engineers, 6, 250-269.
2. Afshar, A., (1988). "The development of labyrinth weir design. " Water Power and Dam Construction, 40(5), 36-39.
3. Afshar, A., and Mariño, M.A., (1990). "Determining optimum spillway capacity based on estimated flood distribution." Water Power and Dam Construction, 42(1), 44-53.
4. Afshar, A., and Mariño, M.A., (1990). "Optimizing spillway capacity with uncertainty in flood estimator," J. Water Resources Planning and Management, 116(6), 71-84.
5. Afshar, A., Barkhordary, A., and Mariño, M.A., (1994). "River diversion optimization under hydraulic and hydrologic uncertainties." J. Water Resources Planning and Management, 120(1), 36-47.
6. Allen, J.W., (1957). "The discharge of water over side weirs in circular pipes." Proceedings of the Institution of Civil Engineers, 6, 270-287.
7. Amanian, N., (1987). "Performance and design of labyrinth spillways." MSc thesis, Utah State University, Logan, Utah.
8. Aminipouri, B., and Valentine, E.M., (1994). "Numerical modeling of labyrinth spillway." 2nd International Conference on Hydraulic Modeling, Stratford-upon-Avon, U.K., June.
9. Babb, A.F., (1976). "Hydraulic model study of the Boardman Reservoir spillway." R.L. Albrook Hydraulic Laboratory, Washington State University, Pullman, Wash., May.
10. nd International Conference on Engineering Software, CNL Publications, Ltd., London, England, 1094-1104.
11. Balmforth, D. J., and Sarginson, E.J, (1977). "Discussion of 'Experimental investigation of flow over side weirs,' by El-Hkashab and Smith." American Society of Civil Engineering, Journal of Hydraulic Engineering, 103(8), 941-943.
12. Balmforth, D. J., and Sarginson, E.J, (1983). "An experimental investigation of the discharge capacity of side weirs," Proceedings of International Conference on the Hydraulic Aspects of Floods and Flood Control, British Hydraulic Research Association, Fluid Engineering Center, Bedford, England, 171-180.
13. Benefield, L.D., Judkins, F.J., and Par, A.P., (1984). Treatment plant hydraulics for environmental engineers. Prentice Hall, Inc., Englewood Cliffs, N.J.
14. Borghei, S.M., Jalili, M.R., and Ghodsian, M., (1999). "Discharge coefficient for sharp-crested side weir in subcritical flow." American Society of Civil Engineering, Journal of Hydraulic Engineering, 125(10), 1051-1056.
15. Carter, F.J., (1970). "The strengthening of Avon Dam." Journal of the Institution of Engineers, Australia, June, 67-77.
16. Cassidy, J.J., Gardner, C.A., and Peacock, R.T., (1983). "Labyrinth-crest spillway - planning, design and construction." Proceedings of the International Conference of the Hydraulic Aspects of Floods and Flood Control, London, England, Sept., 59-80.
17. Cassidy, J.J., Gardner, C.A., and Peacock, R.T., (1985). "Boardman labyrinth crest spillway." American Society of Civil Engineering, Journal of Hydraulic Engineering, 111(3), 398-416.
18. Cassidy, J.J., Gardner, C.A., and Peacock, R.T., (1985). "Closure to 'Boardman labyrinth crest spillway."' American Society of Civil Engineering, Journal of Hydraulic Engineering, 111(6), 808-819.
19. 2M-Hill, (1973). "Mercer Dam spillway model study." Dallas, OR, Mar. Internal Report
20. 2M-Hill, (1973), "Quincy terminal raw water storage," Aurora, CO., Internal Report.
21. Chandrasekhara, T.R., and Loganathan, V., (1985). "Discussion of 'Boardman labyrinth crest spillway.'" American Society of Civil Engineering, Journal of Hydraulic Engineering, 111(6), 808-819.
22. Chao, J.L., and Trussel, R.R., (1980). "Hydraulic design of flow distribution channels." American Society of Civil Engineering, Journal of the Environmental Engineering Division, 106(EE2), 321-334.
23. Coleman, G.S., and Smith, D., (1923). "The discharging capacity of side weirs." Selected Engineering Paper No. 6, Institution of Civil Engineers, London, England.
24. Collinge, V.K., (1957). "The discharge capacity of side weirs. " Proceedings of the Institution of Civil Engineers, 6, 288-304.
25. Copeland, R.R., and Fletcher, B.P., (2000). "Model study of Prado Spillway, California, hydraulic model investigation." Report ERDC/CHL TR-00-17, U.S. Army Corps of Engineers, Research and Development Center, Sept.
26. Coulomb, R., de Saint Martin, J.M., and Nougauro, J., (1967). "Etude théoretique de la réparation du débit le long d'un déversoir latéral." Le Génie Civil, 44(4), 311-316.
27. Darvas, L.A., (1971). "Discussion of 'Performance and design of labyrinth weirs,' by Hay and Taylor." American Society of Civil Engineering, Journal of Hydraulic Engineering, 97(80), 1246-1251.
28. De Marchi, G. (1943). "Saggio di teoria de funzionamente degle stamazzi laterali." L 'Energia Elettrica, Rome, Italy, 11(11), 849-860.
29. El-Khashab, A.M.M., (1975). "Hydraulics of flow over side weirs." PhD thesis, University of Southampton, Southampton, England.
30. El-Khashab, A.M.M., and Smith, K.V.M, (1976). "Experimental investigations of flow over side weirs." American Society of Civil Engineering, Journal of Hydraulic Engineering, 102(9), 1255-1268.
31. Ervine, D.A., and Falvey, H.T., (1987). "Behavior of turbulent water jets in the atmosphere and in plunge pools," Proceedings of the Institution of Civil Engineers, Part 2, 83, 295-314.
32. Falvey, H.T., (1980). Practical experiences with flow-induced vibrations, edited by Naudascher, E., and Rockwell, D., Springer-Verlag, 386-398. Berlin/Heidelberg/New York.
33. Falvey, H.T., and Treille, P., (1995). "Hydraulics and design of fusegates." Journal of Hydraulic Engineering, 121(7), 512-518.
34. th Ed., D. Van Norstrand, New York.
35. Frazer, W., (1957). "The behavior of side weirs in prismatic rectangular channels." Proceedings of the Institution of Civil Engineers, London England, 6(14), 305-327.
36. Garton, J.E., (1966). "Designing an automatic cutback furrow irrigation system." Bulletin B-651, Experimental Station, Oklahoma State University, Stillwater, Okla.
37. Gentiline, B., (1940). "Stramazzi con cresta a planta obliqua e a zig-zag." Memorie e Studi dell Instituto di Idraulica e Construzioni Idrauliche del Regil Politecnico di Milano, No. 48 (in Italian).
38. Guthrie-Brown, J., (19xx), Hydro-electric engineering practice, Blackie, London, England, 1, 586-587.
39. Hager, W.H., (1981). "Die hydraulik von verteilkanaelen," MSc thesis, Federal Institute of Technology, Zurich, Switzerland (in German).
40. Hager, W.H., (1987). "Lateral outflow over side weirs." American Society of Civil Engineering, Journal of Hydraulic Engineering, 113(4), 491-504.
41. Hager, W.H., (1992). Breitkroniges wehr. Wasser, Energie, Luft, Baden Switzerland, 7/8, 152-155 (in German).
42. Hager, W.H., (1992). "Spillways, shockwaves and air entrainment." Bulletin No. 81, International Committee on Large Dams.
43. Hager, W.H., (1993). "Streichwehre mit kreisprofil," GWF Wasser-Abwasser, 134(4), 156-163 (in German)
44. Hager, W.H., and Hager, K., (1985). "Streamline curvature effects in distribution channels." Proceedings of the Institution of Mechanical Engineers, 199(3), 165-172.
45. Hager, W.H., and Volkart, P.U., (1986). "Distribution channels." American Society of Civil Engineering, Journal of Hydraulic Engineering, 112(10), 935-952.
46. Hall, G.W., (1962). "Discharge characteristics of broad-crested weirs using boundary-layer theory." Proceedings of the Institution of Civil Engineers, London, England, 22, 177-190.
47. Harlock, J.H., (1956). "An investigation of the flow manifolds with open and closed ends." Journal of the Royal Aeronautical Society, London, England, 60, 749.
48. Harshbarger, E.D., (1994). "Hydroplus fusegate evaluation." Report No. WR28-1-900-259, Tennessee Valley Authority.
49. Hauser, G.E., (1996). "Design of aerating weirs." EPRI Report TR-1039472694-17, Dec. Prepared by TVA for the Electrical Power Research Institute, Palo Alto, Calif.
50. th Congress of the International Association for Hydraulic Research, Kyoto, Japan, Sept.
51. Hay, N., and Taylor, G., (1970). "Performance and design of labyrinth weirs." American Society of Civil Engineering, Journal of Hydraulic Engineering, 96(11), 2337-2357.
52. th Annual USCOLD Lecture, January.
53. Hoffman, C.J., (1974), "Chapter IX Spillways," Design of Small Dams, United State Department of Interior, Bureau of Reclamation.
54. Holley, E.R., (1989). "Discussion of 'Lateral outflow over side weirs,' by Hager," American Society of Civil Engineering, Journal of Hydraulic Engineering, Vol. 115(5), 682-688.
55. Houston, K.L., (1982). "Hydraulic model study of Ute Dam labyrinth spillway." Report No. GR-82-7, U.S. Bureau of Reclamations, Denver, Colo.
56. Houston, K.L., (1983). "Hydraulic model study of Hyrum Dam auxiliary labyrinth spillway." Report No. GR 82-13, U.S. Bureau of Reclamations, Denver, Colo.
57. Houston, K.L., and DeAngelis, C.S., (1982). "A site specific study of a labyrinth spillway." Proceedings Conference on Applying Research to Hydraulic Practice, 86-95, Aug.
58. Humphreys, A.S., (1969). "Mechanical structures for farm irrigation." American Society of Civil Engineering, Journal of Irrigation and Drainage, 94(4), 463-479.
59. Indlekofer, H., and Rouvé, G., (1975). "Discharge over polygonal weirs." American Society of Civil Engineering, Journal of the Hydraulics Division, 101(HY3), 385-401.
60. Ishikawa, T, (1984). "Water surface profile of stream with side overflow." American Society of Civil Engineering, Journal of Hydraulic Engineering, 110(2), 1830-1840.
61. Jain, S., and Fischer, E.E., (1981). "Uniform flow over skew side weir." American Society of Civil Engineering, Journal of Irrigation and Drainage, 108(2), 163-166.
62. Joseph, L., (1974). "Linear proportional weirs," MSc thesis, Concordia University, Montreal, Quebec, Canada.
63. Kandaswamy, P.K., and Rouse, H., (1957). "Characteristics of flow over terminal weirs and sills." American Society of Civil Engineering, Journal of Hydraulic Engineering, 83(4), 1345-1 to 1345-11.
64. Kindsvater, C.E., and Carter, R.W., (1959). "Discharge characteristics of rectangular thin-plate weirs." American Society of Civil Engineering, Journal of Hydraulic Engineering, 124, 772-822.
65. Kosinsky, de V., (1969). "Etude expérimental de déversoirs latéraux." Revue Universelle des Mines, 199-211 (in French).
66. Kotowski, A., (1990). "Modelversuche über regenüberläufe mit gefrosselterm ablauf." GWF Wasser-Abwasser, 131(3), 108-114 (in German).
67. Kotowski, A., (2000). "Modelversuche über den regenüberläufe mit seitlichen Streichwehren." GWF Wasser-Abwasser, 141(1), 47-55 (in German).
68. Lux, F., (1984). "Discharge characteristics of labyrinth weirs." Proceedings of Conference on Water for Resource Development, Coeur d'Alene, ID, Aug, American Society of Civil Engineering.
69. Lux, F. (1985). "Discussion on 'Boardman labyrinth crest spillway.'" American Society of Civil Engineering, Journal of Hydraulic Engineering, 111(6), 808-819.
70. th Congress ICOLD, Vol. IV, Q59-R15, Lausanne, Switzerland, 249-274.
71. Lux, F., (1989), "Design and application of labyrinth weirs," Design of Hydraulic Structures 89, Edited by Alberson, M.L., and Kia, R.A., Balkema/Rotterdam/Brookfield.
72. Lux, F., (1993). "Design methodologies for labyrinth weirs." Proceedings Water Power 93, Nashville, Tenn.
73. Mayer, P.G., (1980). "Bartletts Ferry Project, labyrinth weir model studies." Project No. E-20-610, Georgia Institute of Technology, Atlanta, Ga., Oct.
74. McNown, J.S., and Hsu, E., (1951). "Application of conformal mapping to divided flow." Proceedings of the Midwestern Conference on Fluid Dynamics, State University of Iowa, Ames, Iowa, Reprints in Engineering, Reprint No. 96, 143-154.
75. Meeks, M.C., (1983). "The design and construction of Bartletts Ferry labyrinth weir spillway." Occasional Paper, Power Supply Engineering and Services Department, Georgia Power Company, Atlanta, Ga.
76. th Congress ICOLD, Vol. VI, Q59-R24, Lausanne, Switzerland, 395-407.
77. Megalháes, A.P., Lorena, M., (1989). "Hydraulic design of labyrinth weirs." Report No. 736, National Laboratory of Civil Engineering, Lisbon, Portugal.
78. nd International Conference on Hydraulic Modeling, Stratford-upon-Avon, U.K., June.
79. Metropolitan Water, Sewerage and Drainage Board, (1980). "Investigation into spillway discharge noise at Avon Dam." ANCOLD Bulletin No. 57, 31-36.
80. Mitchell, J.M., (1890). "On the theory of free stream lines." Philosophical Transactions of the Royal Society, London, England, A181, 389.
81. Muralidhar, D., and Govida, Rao, N.S., (1963). "Discharge characteristics of weirs of finite crest width. "La Houille Blanche, 5, 537-545.
82. Muslu, Y., and Tozluk, H., (1994). "Van savaklards akimin su yüzü profilini etkileven parametrelerle hesabi için nümerik bir yaklsim." 8 Mühendiskik Haflasi, S. Demirel Üniversitesi, Ïsparta, Turkey (in Turkish).
83. Nadesamoorthy, T., and Thomson, A., (1972). "Discussion of 'Spatially varied flow over side weirs' by Subramanya, K., and Awasthy, S.C." American Society of Civil Engineering, Journal of Hydraulic Engineering, 98(12), 2234-2235.
84. Naudascher, E., and Rockwell, D., (1994). Flow induced vibrations - an engineering guide, Balkema Press, Rotterdam/Brookfield.
85. Nimmo, W.H.R., (1928). "Side spillway for regulating diversion channels." American Society of Civil Engineering Transactions, 98(12), 2234-2235.
86. Oswalt, N.R., Buck, L.W., Helper, T.E., and Jackson, H.E., (1994). "Alternatives for overtopping protection of dams." American Society of Civil Engineering Task Committee on Overtopping Protection, ASCE Hydraulics Division.
87. Pinheiro, A.N., and Silva, I., (1999). "Discharge coefficient of side weirs. Experimental study and comparative analysis of different formulas," XXVIII IAHR Proceedings, Graz, Austria.
88. Parmley, W.C., (1905). "The Walworth Sewer, Cleveland Ohio." American Society of Civil Engineering Transactions, 55, 341.
89. Phelps, H.O., (1974). "Model study of labyrinth weir - Navet Pumped Storage Project." University of the West Indies, St. Augustine, Trinidad, West Indies, Mar.
90. Prakash, A., (1985). "Discussion on 'Boardman labyrinth crest spillway.'" American Society of Civil Engineering, Journal of Hydraulic Engineering, 111(6), 808-819.
91. Quin, J.T., Rezende, S.P., and Schrader, E.K., (1988). "Saco Dam - South America's first RCC dam." Roller compacted concrete II, edited by K.D. Hansen and L.K. Guice, American Society of Civil Engineering Conference on Concrete, Geotechnical and Engineering Materials, San Luis Obispo, Calif., 340-356.
92. th International Congress of Large Dams, Beijing, China, Question 79.
93. Ramamurthy, A.S., and Carballada, L., (1977). "Lateral weir flow model." Internal Report, Civil Engineering Department, Concordia University, Montreal, Quebec, Canada.
94. Ramamurthy, A.S., and Carballada, L., (1980). "Lateral weir flow model," American Society of Civil Engineering, Journal of Irrigation and Drainage, 106(1), 9-25.
95. Ramamurthy, A.S., Subramanya, K., and Carballada, L., (1978). "Uniformly discharging lateral weirs." American Society of Civil Engineering, Journal of Irrigation and Drainage, 104(4), 399-412.
96. Ranga Raju, K.G., Pradas, B., and Gupta, S.K., (1979). "Side weir in rectangular channel." American Society of Civil Engineering, Journal of Hydraulic Engineering, 105(5), 547-544.
97. Rice, C.E., and Gwinn, W.R., (1981). "Rating of Z-section, steel-sheet piling drop structures." Transactions of the American Society of Agricultural Engineers, 24(1) 107-112.
98. Rao, S.S., Shukla, M.K., (1971). "Characteristics of flow over weirs of finite crest width." American Society of Civil Engineering, Journal of Hydraulic Engineering, 97(11), 1807-1816.
99. Rawn, A.M., Bouerman, F.R., and Brooks, N.H., (1960). "Diffusers for disposal of sewage in seawater." American Society of Civil Engineering, Journal of Sanitary Engineering Division, 86(2), 65.
100. Rehbock, T., (1929). "Wassermessung mit sharfkantigen uberfallwehren," Zeitschrift des Vereins Deutscher Ingenieure, 73, 343, May (in German).
101. Resendiz-Carrillo, D., and Lave, L.B., (1987). "Optimizing spillway capacity with an estimated distribution of floods." Water Resources Research, 23(11), 2043-2049.
102. Robertson, D.I., and McGhee, T.J., (1993). "Computer modeling of side-flow weirs." American Society of Civil Engineering, Journal of Hydraulic Engineering, 119(6), 989-1005.
103. Rouse, H., (1936). "Discharge characteristics of the free overfall." Civil Engineering, April.
104. Rouvé, G., and Indlekofer, H., (1974), "Abfluß über geradlinige Wehe mit halbkreisförmigem Überfallprofil, " Der Bauingenieur 49,250-256, (in German).
105. Shukla, M.K., (1970). "Characteristics of flow over weirs of finite-crest width." Master of Technology Degree Thesis, Indian Institute of Technology, Kanpur, India.
106. Singer, J., (1964). "Square edged broad-crested weir as a flow measurement device." Water and Water Engineering, 68, 227-235, June.
107. Smith, K.V.H., (1973). "Computer programming for flow over side weirs." American Society of Civil Engineering, Journal of Hydraulic Engineering, 99(2), 227-235.
108. Subramanya, K., and Awasthy, S.C., (1972). "Spatially varied flow over side weirs." American Society of Civil Engineering, Journal of Hydraulic Engineering, 98(1), 1-10.
109. Sweeten, J.M., and Garton, J.E., (1970). "The hydraulics of an automated furrow irrigation system with rectangular side weir outlets." Transactions of American Society of Agricultural Engineers, 13(6), 747-751.
110. Sweeten, J.M., Garton, J.E., and Mink, A.L., (1980). "Hydraulic roughness of an irrigation channel with decreasing spatially varied flow," Transactions of American Society of Agricultural Engineers, 12(4), 466-470.
111. Tacail, F.G., Evans, B., and Babb, A., (1990). "Case study of a labyrinth spillway." Canadian Journal of Civil Engineering, 17, 1-7.
112. Taylor, G., (1968). "The performance of labyrinth weirs." PhD thesis, University of Nottingham, Nottingham, England.
113. Tebbott, T.H.Y., Rajaratnam, S.K., and Essery, I.T.S., (1977). "Reaeration performance of a stepped cascade." Journal of the Institute of Water Engineers, 31, 285-297.
114. Thomas, H.H., (1976). The engineering of large dams, Parts I and II, John Wiley and Sons, Ltd., London, England.
115. Tison, G., and Franson, T., (1963), "Essais sur dévèrsoirs de forme polygonale en plan." Review C. Tijdschrift, Brussels, III(3), 38-51 (in French).
116. Tozluk, H., (1994). "Yan savak akiminin hesabi için nümerik bir yaklasim." PhD thesis, Osmangazi Üniversitesi, Eskischir, Turkey. (in Turkish).
117. Tsang, C., (1987), "Hydraulic and aeration performance of labyrinth weirs," PhD thesis, University of London, U.K.
118. Tullis, J.P., (1993). "Standley Lake service spillway model study." Hydraulic Report No. 341, Utah State University Foundation, Utah Water Research Laboratory, Logan, Utah.
119. Tullis, J.P., Nosratollah, A., and Waldron, D., (1995). "Design of labyrinth spillways." American Society of Civil Engineering, Journal of Hydraulic Engineering, 121(3), 247-255.
120. Uyumaz, A., (1997). "Side weir in U-shaped channels." American Society of Civil Engineering, Journal of Hydraulic Engineering, 123(7), 639-646.
121. Uyumaz, A., and Smith, R.H., (1991). Design procedures for flow over side weirs." American Society of Civil Engineering, Journal of Irrigation and Drainage, 117(1), 79-90.
122. Van Beesten, (1992), "Hydraulic structures in flood control systems," Proceedings of the Insitution of Civil Engineers, Civil Engineering, 92, Feb., 30-38.
123. Vermeyen, T., (1991). "Hydraulic model study of Ritschard Dam spillways." Report No. R-91-08, U.S. Bureau of Reclamations, Denver, Colo.
124. Vigander, S., Elder, R.A., and Brooks, N.H., (1970). "Internal hydraulics of thermal discharge diffusers." American Society of Civil Engineering, Journal of Hydraulic Engineering, 96(2), 509.
125. Villemonte, J.R., (1947). "Submerged weir discharge studies." Engineering News Record, 866, Dec.
126. Vischer, D., (1960). "Allgemeine stau und Senkungskurven an Streichwehren." Schweizerische Bauzeitung, 49. (in German).
127. Waldron, D.R., (1994). "Design of labyrinth spillways." MSc thesis, Utah State University, Logan, Utah.
128. Walsh, J.M., and Jones, D.G., (1980). "Upper Waitake Power Development hydraulic model of Ohau C. Canal labyrinth side-weir." Report No. 3-80/2, Ministry of Public Works and Development, Central Laboratories, New Zealand, Mar.
129. Walters, R.C.S., (1962). Dam geology, Butterworths, London, England, 258.
130. Watt, W.E., and Wilson, K.C., (1987). "Allowance for risk and uncertainty in the optimal design of hydraulic structures." Proceedings of the International Symposium on Risk and Reliability in Water Resources, University of Waterloo, Waterloo, Ontario, Canada.
131. Wilhelms, S.C., Gulliver, J.S., and Parkhill, K. (1993). "Reaeration at low head hydraulic structures." Technical Report No. W-93-2, U.S. Waterways Experiment Station, U.S. Army Corps of Engineers, Vicksburg, MS.
132. Wormleaton, P.R., and Soufiani, E, (1998). "Aeration performance of triangular planform labyrinth weirs." American Society of Civil Engineering, Journal of Environmental Engineering, 124(8), 709-719.
133. Wormleaton, P.R., and Tsang, C.C., (2000). "Aeration performance of rectangular planform labyrinth weirs." American Society of Civil Engineering, Journal of Environmental Engineering, 127(5), 456-465.
134. Yen, B.C., and Wenzel, H.G., (1970). "Dynamic equations for steady spatially varied flow," American Society of Civil Engineering, Journal of Hydraulic Engineering, 96(3), 801-814.
135. Yildiz, D. and Uzecek, E., (1996). "Modeling the performance of labyrinth spillways," Hydropower, 3, 71-76.