scispace - formally typeset
Journal ArticleDOI

The incidence and nature of bedload transport during flood flows in coarse‐grained alluvial channels

Ian Reid, +2 more
- 01 Jan 1985 - 
- Vol. 10, Iss: 1, pp 33-44
Reads0
Chats0
TLDR
In this article, a continuous record reveals that the incidence of bedload in a coarse-grained river channel changes from flood to flood, and this is confirmed by values of bed shear stress or stream power at the threshold of initial motion which can be up to five times the overall mean in the case of isolated floods or those which are the first of the season.
Abstract
A continuous record reveals that the incidence of bedload in a coarse-grained river channel changes from flood to flood. Long periods of inactivity encourage the channel bed to consolidate sufficiently so that bedload is largely confined to the recession limb of the next flood-wave. But when floods follow each other closely, the bed material is comparatively loose and offers less resistance to entrainment. In this case, substantial amounts of bedload are generated on the rising limb. This is confirmed by values of bed shear stress or stream power at the threshold of initial motion which can be up to five times the overall mean in the case of isolated floods or those which are the first of the season. This produces a complicated relationship between flow parameters and bedload and explains some of the difficulties in establishing bedload rating curves for coarse-grained channels. Besides this, the threshold of initial motion is shown to occur at levels of bed shear stress three times those at the thresholds of final motion. This adds further confusion to attempts at developing predictive bedload equations and clearly indicates at least one reason why equations currently in use are unsatisfactory. Bedload is shown to be characterized by a series of pulses with a mean periodicity of 1.7 hours. In the absence of migrating bedforms, it is speculated that this well-documented pattern reflects the passage of kinematic waves of particles in a slow-moving traction carpet. The general pattern of bedload, including pulsations, is shown to occur more or less synchronously at different points across the stream channel.

read more

Citations
More filters
Journal ArticleDOI

A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers

TL;DR: In this article, the authors used data compiled from eight decades of incipient motion studies to calculate dimensionless critical shear stress values of the median grain size, t* c 50.
Journal ArticleDOI

An assessment of bed load sediment transport formulae for gravel bed rivers

TL;DR: In this paper, the performance of 12 bed load sediment transport formulae developed for use in gravel bed channels was evaluated and the results showed that no formula consistently performs consistently well and the limitations of the test data, the constraints imposed by an operationally realistic test, and reasons based upon the physics of the transport phenomenon all may be adduced.
Journal ArticleDOI

Sediment Transport and Resulting Deposition in Spawning Gravels, North Coastal California

TL;DR: In this article, the authors measured sedimentation of spawning gravel beds to sediment transport, infiltration of fine sediment into clean gravel beds, bed material size distributions, scour-fill depths, and sediment transport during 10 storm flow events were measured in three streams of north coastal California.
Journal ArticleDOI

Stabilizing self-organized structures in gravel-bed stream channels: Field and experimental observations

TL;DR: Stable reticulate structures have been observed in cobble-gravel channel beds with low bed material transport rates as mentioned in this paper, showing that such structures develop simultaneously with the armor layer during an extended period when flows do not exceed the Shields threshold.
Journal ArticleDOI

Stream-bed scour, egg burial depths, and the influence of salmonid spawning on bed surface mobility and embryo survival

TL;DR: Estimated calculations indicate that spawning-related bed surface coarsening, sorting, and form drag reduce grain mobility and lessen the probability of stream-bed scour and excavation of buried salmon embryos, implying that it could become increasingly difficult to reverse declines in mass-spawning populations.
References
More filters
Journal ArticleDOI

Threshold of sediment motion under unidirectional currents

TL;DR: In this paper, a modified Shields-type threshold diagram is presented for sediment movement under unidirectional flow conditions, which extends the limits of the original diagram by three orders of magnitude in the grain-Reynolds number.
Journal ArticleDOI

Bed load transport by natural rivers

TL;DR: In this article, a general empirical relation between stream power ω and sediment transport rate ω − ω 0 was proposed, which is consistent with the theoretical relation deduced previously (Bagnold, 1973).
Journal ArticleDOI

The nature of saltation and of ‘bed-load’ transport in water

TL;DR: In this paper, it has been shown that suspension by fluid turbulence of mineral solids larger than those of medium sands does not become appreciable until the bed shear stress is increased to a value exceeding 12 times its threshold value for the bed material considered.
Journal ArticleDOI

Initial Movement of Grains on a Stream Bed: The Effect of Relative Protrusion

TL;DR: In this article, the authors measured the dimensionless threshold stress and its dependence on grain protrusion and found that the threshold stress for grains resting on the top of an otherwise flat bed in a turbulent stream was measured and found to be 0.01 -considerably less than previously reported values of 0.03-0.06 for beds where all grains were at the same level.
Journal ArticleDOI

A model of two-phase bedload transport in an oregon coast range stream

TL;DR: In this article, a descriptive model for bed material routing in small sand and gravel bedded channels with sequences of pools and armoured riffles was developed, and the model described bedload transport as occurring in two phases: Phase I involves the transport of fine, predominantly sand-sized bed materials over stable gravel-armoured riffles.
Related Papers (5)