Resistance to Flow in Channels with Overbank Flood-Plain Flow

Baird, J. I.; Ervine, D. A.

doi:10.1007/978-3-662-11300-4_43

Cited by 13 publications

(7 citation statements)

References 3 publications

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“…The technique has been widely used for measurement of boundary shear stresses in both smooth and rough open channels. Recent research utilizing the technique includes Knight andLai (1985), Mc Kee et al (1985), Knight and Demetriou (1984), Baird and Ervine (1984), Knight (1981), and Knight and Macdonald (1979).…”

Section: Experimental Apparatus and Measurement Of Wall Shear Stressmentioning

confidence: 99%

The effects of short-acting analogue insulins on body weight in patients with type 2 diabetes mellitus

Karatoprak¹,

Yolbaş²,

Kıskaç³

et al. 2013

Turkish Journal of Medical Sciences

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Section: Experimental Apparatus and Measurement Of Wall Shear Stressmentioning

confidence: 99%

The effects of short-acting analogue insulins on body weight in patients with type 2 diabetes mellitus

Karatoprak¹,

Yolbaş²,

Kıskaç³

et al. 2013

Turkish Journal of Medical Sciences

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“…3). Principal investigators have been Knight et al (1983), Knight and Lai (1985), Myers (1978Myers ( , 1984, Sellin (1964), Wormleaton et al (1982), Wormleaton (1986), James and Brown (1977), Prinos et al (1985), Rajaratnam and Ahmadi (1981), Ervine and Baird (1982), Baird and Ervine (1984), Wright and Carstens (1970) and Pasche and Rouve (1985). Work has concentrated on discharge assessment, boundary shear stress distribution, velocity distribution, momentum transfer and apparent shear stress, as well as turbulent flow structure.…”

Section: Background To the Problem Of Channel/floodplain Interactionmentioning

confidence: 99%

“…Correlations of the depth-averaged apparent shear stress have been carried out by Myers (1978), Wormleaton et al (1982), Knight et al (1983) and Baird and Ervine (1984), for a range of channel and floodplain geometries, bed slopes and boundary roughness values. Wormleaton et al (1982) produced an empirical relationship of the form,…”

Section: Apparent Shear Forcementioning

confidence: 99%

“…where AV is the difference in mean velocity between channel and floodplain considered isolated from each other. Baird and Ervine (1984) proposed a relationship for x a based on an analysis of sixteen different cross-sectional geometries each with hydraulically smooth boundaries:…”

Section: Apparent Shear Forcementioning

confidence: 99%

“…The lower two curves represent the effective friction factors for the composite cross-section considered as a single channel. Baird and Ervine (1984) have plotted friction factors for the main channel section as shown on Figure 6. The data points represent sixteen different cross-sectional geometries with smooth boundaries.…”

Section: Effective Friction Factors For Compound Channelsmentioning

confidence: 99%

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Experimental and computational aspects of overbank floodplain flow

Ervine

Ellis

1987

Transactions of the Royal Society of Edinburgh: Earth Sciences

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The propagation of a flood wave through a river system is influenced by a complex process of energy dissipation. This is especially the case when overbank flows are a feature of the flood movement, producing more defined lateral movement of flow and high rates of fluid shear at the main channel/floodplain interface. The present paper concentrates on the physical and numerical modelling of river flows during overbank flow. A general description of the flow behaviour is outlined, including an investigation into the nature of the shear interaction between channel and floodplain. The paper advances a method for determining energy losses for the case of meandering channels with overbank flow and a method of sub-dividing the floodway for stage-discharge prediction. A state-of-the-art study of numerical modelling of flood propagation is outlined, including selected case histories on how the overbank flow situation has been handled to date, as well as comment on the current means of representing energy dissipation relying on calibration of the numerical model against observed field data.

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Φ-indices approach and multivariable regression analysis for prediction of discharge in asymmetric straight compound open channel flows

Al‐Khatib

Göğüş

2014

Flow Measurement and Instrumentation

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Resistance to Flow in Channels with Overbank Flood-Plain Flow

Cited by 13 publications

References 3 publications

The effects of short-acting analogue insulins on body weight in patients with type 2 diabetes mellitus

The effects of short-acting analogue insulins on body weight in patients with type 2 diabetes mellitus

Experimental and computational aspects of overbank floodplain flow

Φ-indices approach and multivariable regression analysis for prediction of discharge in asymmetric straight compound open channel flows

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