Hydraulic Performances of Minimum Energy Loss Culverts in Australia

Chanson, Hubert (2007) Hydraulic Performances of Minimum Energy Loss Culverts in Australia. Journal of Performance of Constructed Facilities, 21 4: 264-272.

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Author Chanson, Hubert
Title Hydraulic Performances of Minimum Energy Loss Culverts in Australia
Journal name Journal of Performance of Constructed Facilities   Check publisher's open access policy
ISSN 0887-3828
Publication date 2007-07-01
Year available 2007
Sub-type Article (original research)
DOI 10.1061/(ASCE)0887-3828(2007)21:4(264)
Volume 21
Issue 4
Start page 264
End page 272
Total pages 9
Editor Kunnath, Sashi
Place of publication Reston
Publisher Asce-American Society of Civil Engineers
Collection year 2008
Language eng
Subject 290000 Engineering and Technology
290800 Civil Engineering
290802 Water and Sanitary Engineering
290803 Transport Engineering
770400 Coastal and Estuarine Environment
C1
Abstract Culverts are among the most common hydraulic structures. Modern designs do not differ from ancient structures and are often characterised by significant afflux at design flows. A significant advance was the development of the Minimum Energy Loss (MEL) culverts in the late 1950s. The design technique allows a drastic reduction in upstream flooding associated with lower costs. The development and operational performances of this type of structure is presented. The successful operation of MEL culverts for more than 40 years is documented with first-hand records during and after floods. The experiences demonstrate the design soundness while highlighting the importance of the hydraulic expertise of the design engineers.
Keyword Culverts
Flood Plains
Minimum Energy Loss Design
Critical Flow
Operation
Experience
Urban Drainage
Civil Engineering
Noncohesive Homogeneous
Embankments
References Apelt, C.J. (1973). "Settlement Shores - Port Macquarie. Flood Outlet Structure A." Report CH15/73, Dept. of Civil Engrg., Univ. of Queensland, Australia, 9 pages & 17 plates & 8 Figures. Apelt, C.J. (1974). "Settlement Shores - Port Macquarie. Flood Outlet Structure B." Report CH16/74, Dept. of Civil Engrg., Univ. of Queensland, Australia, 9 pages & 8 plates & 10 Figures. Apelt, C.J. (1975). "Settlement Shores - Port Macquarie. Flood Outlet Structure B. Appendix." Report CH16/74, Dept. of Civil Engrg., Univ. of Queensland, Australia, 5 pages & 3 Figures. Apelt, C.J. (1983). "Hydraulics of Minimum Energy Culverts and Bridge Waterways." Australian Civil Engrg Trans., I.E.Aust., Vol. CE25, No. 2, pp. 89-95. Apelt, C.J. (1994). "The Minimum Energy Loss Culvert." Videocassette VHS colour, Dept. of Civil Eng., University of Queensland, Australia, 18 minutes. Ballance, M.H. (1951). "The Roman Bridges of the Via Flaminia." Papers of the British School at Rome, Vol. 19, pp. 78-117 & plates xiv to xix. Brodie, I. (1988). "Breaching of Coastal Lagoons. A Model Study." Masters thesis, MSc, Univ. of New South Wales, Australia. California Division of Highways (1956). "California culvert practice : reprint of a series of technical abstracts from California highways and public works." Division of Highways, Dept. of Public Works, State of California, 2nd edition, 119 pages & 1 map. Chanson, H. (1999). "The Hydraulics of Open Channel Flows : An Introduction." Butterworth-Heinemann, Oxford, UK, 512 pages. Chanson, H. (2000). "Introducing Originality and Innovation in Engineering Teaching: the Hydraulic Design of Culverts." European Journal of Engineering Education, Vol. 25, No. 4, pp. 377-391. Chanson, H. (2002). "Hydraulics of a Large Culvert beneath the Roman Aqueduct of Nîmes." Jl of Irrigation and Drainage Engrg., ASCE, Vol. 128, No. 5, pp. 326-330. Chanson H. (2003). "Minimum Energy Loss Structures in Australia : Historical Development and Experience." Proc. 12th Nat. Eng. Heritage Conf., IEAust., Toowoomba Qld, Australia, N. Sheridan Ed., pp. 22-28. Chanson, H. (2004a). "The Hydraulics of Open Channel Flows : An Introduction." Butterworth-Heinemann, Oxford, UK, 2nd edition, 630 pages. Chanson, H. (2004b). "Overtopping Breaching of Noncohesive Homogeneous Embankments. Discussion." Jl of Hyd. Engrg., ASCE, Vol. 130, No. 4, pp. 371-374. Chanson, H. (2004c). "Storm and flood at Norman Creek, Brisbane (Australia) on 7 November 2004." IAHR Media Library {http://www.iahrmedialibrary.net/}, Category Urban Drainage, Video-clip, 6 minutes. Coleman, S.E., Andrews, D.P., Webby, M.G. (2002). "Overtopping Breaching of Noncohesive Homogeneous Embankments." Jl of Hyd. Engrg., ASCE, Vol. 128, No. 9, pp. 829-838. Cottman, N.H. (1976). "Fivefold Increase Obtained in the Capacity of a Small Bridge using a Shaped Minimum Energy Subway." Aust. Road Res., Vol. 6, No. 4, pp. 42-45. Cottman, N.H., and McKay, G.R. (1990). "Bridges and Culverts Reduced in Size and Cost by Use of Critical Flow Conditions." Proc. Instn. Civ. Engrs., London, Part 1, Vol. 88, pp. 421-437. Discussion : 1992, Vol. 90, pp. 643-645. Evans, A.H. (1928). "The Palace of Minos : a Comparative Account of the Successive Stages of the Early Cretan Civilization as Illustrated by the Discoveries at Knossos." Macmillan, London, UK, Vol. II, Part 1, 390 pages & 19 plates. Federal Highway Administration (1972). "Hydraulic Design of Improved Inlets for Culverts." Hydraulic Engineering Circulars HEC13, US Federal Highway Administration, Bridge Division, Hydraulics Branch, 172 pages. Federal Highway Administration (1985). "Hydraulic design of Highway Culverts." Hydraulic Design Series No. 5, Report No. FHWA-IP-85-15, US Federal Highway Administration, 253 pages. Gordon, A.D. (1981). "The behaviour of Lagoon Inlets." Proc. 5th Australian Conf. Coastal and Ocean Eng., Perth WA, pp. 62-63. Gordon, A.D. (1990). "Coastal Lagoon Entrance Dynamics." Proc. 22nd Intl Conf Coastal Eng., Delft, The Netherlands, B.L. EDGE Ed., Vol. 3, Chap. 218, pp. 2880-2893. Hamill, L. (1999). "Bridge Hydraulics." E&FN Spon, London, UK, 367 pages. Hee, M. (1969). "Hydraulics of Culvert Design Including Constant Energy Concept." Proc. 20th Conf. of Local Authority Engineers, Dept. of Local Govt, Queensland, Australia, paper 9, pp. 1-27. Henderson, F.M. (1966). "Open Channel Flow." MacMillan Company, New York, USA. Loveless, J.H. (1984). "A Comparison of the Performance of Standard and Novel Culvert Designs including the Effects of Sedimentation." Proc. 1st Intl Conf. Hydraulic Design in Water Resources Engineering: Channels and Channel Control Structures, K.V.H. Smith Ed., Southampton, UK, Springer Verlag Publ., Vol. 1, pp. 183-193. Lowe, S.A. (1970). "Comparison of Energy Culverts to Standard Three Cell Box Culverts." Masters thesis, University of Manitoba, Canada. McKay, G.R. (1970). "Pavement Drainage." Proc. 5th Aust. Road Res. Board Conf., Vol. 5, Part 4, pp. 305-326. McKay, G.R. (1971). "Design of Minimum Energy Culverts." Research Report, Dept of Civil Eng., Univ. of Queensland, Brisbane, Australia, 29 pages & 7 plates. McKay, G.R. (1978). "Design principles of Minimum Energy Waterways." Proc. Workshop on Minimum Energy Design of Culvert and Bridge Waterways, Australian Road Research Board, Melbourne, Australia, Session 1, pp. 1-39. McMahon, G.M. (1979). :The Expansion Characteristics of Free-Surface Flow." Masters thesis, Dept of Civil Engrg., University of Queesland, Australia, 190 pages. Matthews, T.G., and McKay, G.R. (1978). "The History and Development of Minimum Energy Structures in Water Flow Control." Aust. Road Res., Vol. 8, No. 2, pp. 47-48. O'Connor, C. (1993). "Roman Bridges." Cambridge University Press, Cambridge, UK, 235 pages. Neill, C.R. (1962). "Hydraulic Tests on Pipe Culverts." Alberta Highway Research Report 62.1, Research Council of Alberta, Edmonton, 52 pages. Porter, K.F. (1978). "Workshop on Minimum Energy Design of Culvert and Bridge Waterways." Australian Road Research Board, Melbourne, Australia. Vallentine, H.R. (1969). "Applied Hydrodynamics." Butterworths, London, UK, SI edition. Visser, P.J., Vrijling, J.K., and Verhagen, H.J. (1990). "A Field Experiment on Breach Growth in Sand-Dykes." Proc. 22nd Intl Conf. Coastal Eng., Delft, Netherlands, B. Edge Ed., Vol. 2, pp. 2097-2100.
Q-Index Code C1
Additional Notes The full bibliographic details are : CHANSON, H. (2007). "Hydraulic Performances of Minimum Energy Loss Culverts in Australia." Journal of Performances of Constructed Facilities, ASCE, Vol. 21, No. 4, pp. 264-272 (doi:10.1061/(ASCE)0887-3828(2007)21:4(264)) (ISSN 0887-3828).

 
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Created: Tue, 14 Aug 2007, 15:28:35 EST by Hubert Chanson on behalf of School of Engineering