Experimental study of ogee crested weir operation above the design head and influence of the upstream quadrant geometry

Erpicum, Sébastien; Blancher, B.; Peltier, Yann; Vermeulen, Julien; Archambeau, Pierre; Dewals, Benjamin; Pirotton, Michel

doi:10.15142/T3DH1M

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Experimental study of ogee crested weir operation above the design head and influence of the upstream quadrant geometry

Erpicum, Sébastien; Blancher, B.; Peltier, Yann et al.

2018 • In Proc. 7th International Symposium on Hydraulic Structures

Peer reviewed

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https://hdl.handle.net/2268/225589

DOI
10.15142/T3DH1M

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Keywords :

Hydraulic engineering

Research Center/Unit :

UEE - Urban and Environmental Engineering - ULiège

Disciplines :

Civil engineering

Author, co-author :

Erpicum, Sébastien ; Université de Liège - ULiège > Scientifiques attachés au Doyen (Sc.appliquées)

Blancher, B.; Electricité de France – Hydro Engineering Center, Le Bourget du Lac, France

Peltier, Yann; Artelia Ville et Transport, Lille, France

Vermeulen, Julien; Electricité de France – Hydro Engineering Center, Le Bourget du Lac, France

Archambeau, Pierre ; Université de Liège - ULiège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)

Dewals, Benjamin ; Université de Liège - ULiège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering

Pirotton, Michel ; Université de Liège - ULiège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)

Language :

English

Title :

Experimental study of ogee crested weir operation above the design head and influence of the upstream quadrant geometry

Publication date :

May 2018

Event name :

7th International Symposium on Hydraulic Structures

Event organizer :

Aachen Univ. of Applied Sciences

Event place :

Aachen, Germany

Event date :

15-18 May 2018

Audience :

International

Main work title :

Proc. 7th International Symposium on Hydraulic Structures

Peer reviewed :

Peer reviewed

Additional URL :

http://www.ishs2018.fh-aachen.de/proceedings.html

Available on ORBi :

since 18 June 2018

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Bibliography

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Cassidy, J.J. (1970). “Designing spillway crests for high-head operation.” Journal of the Hydraulics Division, 96(3), 745-753.
Castro-Orgaz, O. (2008). “Curvilinear flow over round-crested weirs.” J. Hydraulic Res., 46(4), 543-547.
Hager, W.H., and Schleiss, A.J. (2009). Constructions hydrauliques: Ecoulements stationnaires, Presses polytechniques et universitaires romandes.
Hager, W.H. (1987). “Continuous Crest Profile for Standard Spillway.” Journal of Hydraulic Engineering, 113(11), 1453-1457.
Hager, W.H. (1991). “Experiments on standard spillway flow.” Proc. ICE 91, 399-416.
Melsheimer, E.S., and Murphy, T.E. (1970). “Investigations of various shapes of the upstream quadrant of the crest of a high spillway.” US Army Engineers Waterways Experiment Station, Vicksburg, Mississippi, USA, 16.
Peltier, Y., Dewals, B., Archambeau, P., Pirotton, M. and Erpicum, S. (in press). “Pressure and velocity on an ogee spillway crest operating at high head ratio: Experimental measurements and validation.” Journal of Hydro-environment Research. https://doi.org/10.1016/j.jher.2017.03.002
Reese, A.J., and Maynord, S.T. (1987). “Design of Spillway Crests.” J. Hydraulic Eng., 113(4), 476-490.
Rouse, H., and Reid, L. (1935). “Model research on spillway crests.” Civil Engineering, 5(1), pp.10-14.
Schirmer, A., and Diersch, H.-J. (1976). “Untersuchungen zum hydraulischen Verhalten von festen rundkronigen Überfällen bei Überbelastung.” Wasserwirtschaft-Wassertechnik, 12, 405-412.
USACE (1987). Hydraulic Design Criteria.
USBR (1948). Studies of crests of overfall dams, Bureau of Reclamation, ed., U.S. Department of Interior.
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Vermeyen, T.B. (1991). “Hydraulic model study of Ritschard dam spillways.” U.S. Department of Interior, Denver, CO, USA. Report R-91-08. https://www.usbr.gov/tsc/techreferences/rec/R-91-08.pdf (Dec. 11, 2107).
Vermeyen, T.B. (1992). “Uncontrolled Ogee Crest www.usbr.gov/tsc/techreferences/hydraulics_lab/pubs/PAP/PAP-0609.pdf (Dec. 11, 2017). Research.”