Open Channel Flow

By J. Bergendahl. 2008

1,705 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Ecology

View Paper: https://www.semanticscholar.org/paper/6c8b8294b4459d75ad39dc915afe87a850614562

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Citations in the corpus

A dynamic rating curve approach to indirect discharge measurement (2009, methodology): “In all the other cases the variable energy slope, associated with the dynamic inertia and pressure forces relevant to the unsteady ﬂow discharge, lead to the forma-10 tion of an hysteretic rating curve also known as the loop-rating curve (Jones, 1916; Chow, 1959; Henderson, 1966; Fread, 1975).”
Minimum energy as the general form of critical flow and maximum flow efficiency and for explaining variations in river channel pattern (2004, background): “…the way in which the Bëlanger-Böss theorem of critical flow has gained wide application in open channel hydraulics, the purpose of this study is to address the issue of flow in other than straight channels, for the theorem also illustrates the condition of MFE [Chow, 1959; Henderson, 1966].”
Stability and accuracy of two-dimensional kinematic wave overland flow modeling (2003, neutral): “[3] and Henderson [8] among many others.”
Ten iterative steps for model development and evaluation applied to Computational Fluid Dynamics for Environmental Fluid Mechanics (2012, background): “…velocity ( velocity shear ) , which are significant in the vicinity of channel banks and further contribute to transverse spreading of contaminants ; secondary currents , which cause contaminants to move in opposite directions at different depths increasing the rate of mixing ( Henderson , 1966 ) .”
Flood Modeling for Complex Terrain Using GIS and Remote Sensed Information (2005, background): “…the hydraulic radius approaches the average flow depth for overland flow and watercourses, c and d can be estimated by c = (5/3)v, and d = (vH)/(2S0) (Henderson, 1966), where v [LT−1] is the flow velocity calculated with the Manning equation, and H [L] the hydraulic radius or average flow depth.”
Least action principle, equilibrium states, iterative adjustment and the stability of alluvial channels (2008, background): “…that the two numbers come from the same physical root of the LAP, and because of the role that F number plays in open channel flow (as detailed by Henderson, 1966), the H number can be regarded as a quantitative index for directly measuring the stability and the potential development of complex…”
Rational regime model of alluvial channel morphology and response (2004, neutral): “The geometry of a canal is governed by three relations: (1) a bed material transport equation; (2) a flow resistance equation; and (3) a bank stability criterion (Henderson, 1966, p. 451).”
Numerical simulations of transportational cyclic steps (2003, background): “When there is a discontinuity in water depth and velocity, the first two equations of (19) represent the standard hydraulic jump conditions (Henderson, 1966).”
Coupled equations for mass and momentum balance in a stream network: theoretical derivation and computational experiments (2001, background): “We observe typical hysteresis e¬ects in both relationships, yielding two possible values of discharge for the same velocity or cross-sectional area, the physical cause of which has been explained previously by Henderson (1966) by recourse to the momentum equation.”