Results 221 to 230 of about 775 (254)
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Onset of Skimming Flow on Stepped Spillways
Journal of Hydraulic Engineering, 2001Assuming that skimming flow occurs when the jet leaving a step has a slope equal to that of the stepped spillway when it impinges on the pool behind it on the next step, an equation has been developed to predict the incipient value of \Iy\dc/\ih, where \iy\dc = critical depth and \ih = step height. This equation was found to agree well with most of the
C. S. James +9 more
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Effect of the skimming layer on electro-osmotic—Poiseuille flows of viscoelastic fluids
An analytical solution is derived for the microchannelflow of viscoelastic fluids by combined electroosmosisand pressure gradient forcing. The viscoelasticfluid is described by the Phan-ThienTanner model withdue account for the near-wall layer depleted ...
A M Afonso, F T Pinho, M A Alves
exaly +2 more sources
Aerated flow characteristics of skimming flow over stepped chutes
Journal of Hydraulic Research, 2013By MASAYUKI TAKAHASHI and IWAO OHTSU, J. Hydraulic Res. 50(4), 2012, 427–434The discussers read the paper with interest and congratulate the authors for their remarkable contribution.
Boes, Robert M. +2 more
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Characteristics of Skimming Flow over Stepped Spillways
Journal of Hydraulic Engineering, 2000The discusser wishes to congratulate the authors for their authoritative paper. He believes that the work is a necessary addition to the topic of stepped spillway flow. The paper presents a true systematic study of skimming flow. Despite the outstanding insights of the study, the discusser wishes to point two weaknesses: an inadequate analysis of the ...
Boes, Robert M. +10 more
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Skimming Flow in Stepped Spillways
Journal of Hydraulic Engineering, 1990Flow on stepped spillways can be divided into nappe and skimming flow regimes. This technical note presents an approximate method of predicting the characteristics of skimming flow on stepped spillways. Expressing the turbulent shear stress between the skimming stream and the recirculating fluid, trapped by the stream between the steps, in terms of a ...
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Developing flow in skimming flow regime on embankment stepped spillways
Journal of Hydraulic Research, 2012By DANIEL B. BUNG, Journal of Hydraulic Research, Vol. 49, No. 5 (2011), pp. 639–648 The author investigated the air concentration, the aerated flow velocity, and the flow depth in the developing f...
Masayuki Takahashi, Iwao Ohtsu
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Hydraulics of Skimming Flow on Modeled Stepped Spillways
Journal of Hydraulic Engineering, 2000Two sets of models of stepped spillways of slope 1 upon 0.6 with the same crest-shape and with a range of step sizes (0.25–2.0 m on the 1:10 scale and 0.5–2.0 m on the 1:20 scale models) were built and studied. In the range of prototype unit flows considered (0.8–3.8 m2/s on the 1:10 scale models and 1.8–21.7 m2/s on the 1:20 models), the residual ...
Boes, Robert M. +10 more
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Flow Resistance in Skimming Flows and its Modelling [PDF]
Dams and weirs must be equipped with adequate flood release facilities for a safe dissipation of the kinetic energy of the flow. With stepped spillway design, it is essential to predict accurately the flow resistance associated with the steps. The authors investigate the flow resistance of skimming flows and associated form losses.
Chanson, Hubert +2 more
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Characteristics of Skimming Flow over Stepped Spillways
Journal of Hydraulic Engineering, 1999The discusser wishes to congratulate the authors for their authoritative paper. He believes that the work is a necessary addition to the topic of stepped spillway flow. The paper presents a true systematic study of skimming flow. Despite the outstanding insights of the study, the discusser wishes to point two weaknesses: an inadequate analysis of the ...
M. R. Chamani, N. Rajaratnam
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Alternating skimming flow over a stepped spillway
Environmental Fluid Mechanics, 2016The study of stepped spillways in laboratory scales has been essentially focused on two separated sub-regimes within skimming flow. In this paper we investigate the appearance of an unclassified alternating skimming flow regime in a 0.5 m wide stepped spillway which does not fit on these earlier definitions, and which does not occur in a 0.3 m wide ...
Pedro Lopes +3 more
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