Abstract
Except for larger structures or unusual circumstances, a stilling basin may not be tested in a hydraulic lab, or it may be tested with respect to several features although the final design does not involve a series of model studies. Based on this fact, several standardised basins were developed in the past, among which mention might be made of the
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SAF basins;
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USBR basins;
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Bhavani basin, and
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VNIIG basins.
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References
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Bremen, R. & Hager, W.H. (1990): Ressauts hydrauliques dans les canaux avec élargissement. XXII Convegno di Idraulica e Costruzioni Idrauliche Cosenza 1: 171–182.
Bremen, R. & Hager, W.H. (1991): T-Jump in Abruptly Expanding Channel. J. Hydraulic Research, (submitted).
Bretz, N.V. (1985): Etude hydraulique d’un evacuateur. Ingénieurs et Architects Suisses 111(3): 39–46.
Bretz, N.V. (1987): Ressaut hydraulique forcé par seuil. Thesis 699, presented to the Swiss Federal Institute of Technology, Lausanne (EPFL). Appeared also as Communication 2, ed. R. Sinniger, Laboratoire de Constructions Hydrauliques, EPFL: Lausanne.
Breusers, H.N.S. (1967): Time Scale of Two-dimensional Local Scour. XII IAHR Congress Fort Collins, 3(C32): 275–283.
Breusers, H.N.C. & Raudkivi, A.J. (1991): Scouring. IAHR Hydraulic Structures Design Manual 2. A.A. Balkema: Rotterdam.
Bribiesca, J.L.S. 8c Fuentes, M.O.A. (1979): Experimental Analysis of Macro-turbulence Effects on the Lining of Stilling Basins. XIII ICOLD Congress New Delhi, 3: 85–103.
Bruun, P. (1956): Destruction of Wave Energy by Vertical Walls. Proc. ASCE, J. Waterways Division 82(WWl), Paper No.912: 1–13.
Burkhardt, E. (1952): Die Energievernichtung an Wehren. Bautechnik 29(12): 343–345.
Burns, R.V. & White, C.M. (1938): The Protection of Dams, Weirs, and Sluices against Scour. Proc. Institution Civil Engineers 10: 23–47. Discussions 1938, 12: 251–271; 1940, 14: 594–596.
Butcher, A.D.D. & Atkinson, J.D. (1932): The Causes and Prevention of Bed Erosion, with Special Reference to the Protection of Structures Controlling Rivers and Canals. Minutes, Proc. Institution Civil Engineers 235: 175–278.
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Cassidy, J.J. (1990): Fluid Mechanics and Design of Hydraulic Structures. J. Hydraulic Engineering ASCE 116(8): 961–977.
Cavitation in Hydraulic Strutures — A Symposium (1947). Trans. ASCE 112: 2–124.
Central Board of Irrigation and Power (1950): The Standing Wave or Hydraulic Jump. 2nd Ed. Government of India: Simla.
Central Board of Irrigation and Power (1960): Study of Bucket Type Energy Dissipator with Special Reference to Surge Characteristics. J. Irrigation and Power 17(3): 395–418.
Chandra, J. & Lal, P.B. (1978): Spatial Hydraulic Jump at Axis-Symmetrical Sudden Expansions in Rectangular Channels. Indian J. of Power & River Valley Development 28(July): 183–188; 192.
Chao, J.L. & Sandborn, V.A. (1966): Evaluation of the Momentum Equation for a Turbulent Wall Jet. J. Fluid Mechanics 26(4): 819–828.
Chatterjee, S.S. & Ghosh, S.N. (1980): Submerged Horizontal Jet Over Erodible Bed. Proc. ASCE, J. Hydraulics Division 106(HY11): 1765–1782; 107(HY4): 530–532; 108(HY6): 797–798.
Chitale, S.V. (1959): Energy Dissipation in Hydraulic Jump below Weirs and Falls. J. Irrigation and Power 16(4): 465–477.
Cochrane, R.B. (1959): Operation of Spillways in Northwest Projects. Proc. ASCE, J. Hydraulics Division 865(HY8): 7–38.
Colaric, P., Pichon, J. & Sananes, F. (1967): Etude des affouillement s à l’aval d’un seuil déversant. XII IAHR Congress Fort Collins 3 (C37): 1–8.
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De Lio, J.C., Tatone, G., Lopardo, R.A., Lara, A. & Badano, N. (1988): Prototype Instrumentation for Pressure Fluctuations. Int. Symp. Model-Prototype Correlation of Hydraulic Structures Colorado Springs: 267–275, ed. P.H. Burgi. ASCE: New York.
De Marinis, G. (1988): Dissipazioni di energia in corrente ipercritica in presenza di un salto di fondo. Idrotecnica 14(3): 247–251.
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© 1992 Springer Science+Business Media Dordrecht
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Hager, W.H. (1992). Types of Stilling Basins. In: Energy Dissipators and Hydraulic Jump. Water Science and Technology Library, vol 8. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-8048-9_13
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