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Journal ArticleDOI

Determinate hydraulic geometry of river channels

Richard D. Hey
- 01 Jun 1978 - 
- Vol. 104, Iss: 6, pp 869-885
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TLDR
In this paper, a preliminary analysis enables the nature of this process-response model to be identified although insufficient information is known about all the processes for it to be used for design purposes.
Abstract
Natural channels have the ability to adjust their flow and bankfull hydraulic geometry in response to flow conditions. Nine governing equations are necessary to define the complete adjustment process and relate channel response to discharge, sediment load, bed, and bank sediment, and the valley slope. A preliminary analysis enables the nature of this process-response model to be identified although insufficient information is known about all the processes for it to be used for design purposes. The necessary dependent and independent variables for the development of empirical design equations are identified by the model and it also confirms the determinate nature of alluvial channels.

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Stable Channels with Mobile Gravel Beds

TL;DR: In this article, the authors presented regime type equations for mobile gravel-bed rivers based on data obtained from 62 stable gravel bed river reaches in the United Kingdom, and applied multiple regression techniques to derive equations relating reach average and riffle values of width, mean and maximum depth, slope, velocity, sinuosity and ruddle spacing to bank full discharge, bed and bank material characteristics, valley slope, bank vegetation type and an independent estimate of bank full bed load load transport rates.
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Post-Project Appraisals in Adaptive Management of River Channel Restoration

TL;DR: The transferable understanding gained from each case study is used to develop an illustrative five-fold classification of geomorphological PPAs according to their potential as learning experiences, which gauge the potential via superimposition onto a previous schematic representation of the adaptive management process by Haney and Power (1996).
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Incision and morphologic evolution of an alluvial channel recovering from hydraulic mining sediment

TL;DR: In this paper, the lower Bear River channel morphologic readjustment from the avulsion was both progressive and episodic, and the cross-section shape of the channel narrowed and deepened steadily from 1930 through the mid-1970s.
Journal ArticleDOI

The perfect landscape

TL;DR: In this paper, the authors define the perfect landscape metaphor as a result of the combined, interacting effects of multiple environmental controls and forcings to produce an outcome that is highly improbable, in the sense of the likelihood of duplication at any other place or time.