Abstract

Abstract. Several studies have demonstrated the importance of alluvial cover; furthermore, several mathematical models have also been introduced to predict the alluvial cover on bedrock channels. Here, we provide an extensive review of research exploring the relationship between alluvial cover, sediment supply and bed topography of bedrock channels, describing various mathematical models used to analyse the deposition of alluvium. To test one-dimensional theoretical models, we performed a series of laboratory-scale experiments with varying bed roughness under simple conditions without bar formation. Our experiments show that alluvial cover is not merely governed by increasing sediment supply and that bed roughness is an important controlling factor of alluvial cover. A comparison between the experimental results and the five theoretical models shows that (1) two simple models that calculate alluvial cover as a linear or exponential function of the ratio of the sediment supplied to the capacity of the channel produce good results for rough bedrock beds but not for smoother bedrock beds; (2) two roughness models which include changes in roughness with alluviation and a model including the probability of sediment accumulation can accurately predict alluvial cover in both rough and smooth beds; and (3), however, except for a model using the observed hydraulic roughness, it is necessary to adjust model parameters even in a straight channel without bars.

Highlights

  • Economic growth worldwide has fuelled the demand for the construction of straightened river channels, sabo dams, the collection of gravel samples for various research, etc., leading to a decline in sediment availability and alluvial bed cover. Sumner et al (2019) reported that the straightening of the Yubari River, which was carried out to improve the drainage of farmland, caused the bedrock to be exposed and the knickpoint to migrate upstream

  • Once the areal fraction became stable in qualitative observations and the variation of hydraulic roughness of mixed alluvial– bedrock bed ks calculated from the observed water depth decreased despite sediment being supplied, we considered that the experiment had reached its equilibrium state

  • We provide a review of models and studies focused on discovering the interaction between alluvial cover and bed roughness

Read more

Summary

Introduction

Economic growth worldwide has fuelled the demand for the construction of straightened river channels, sabo dams, the collection of gravel samples for various research, etc., leading to a decline in sediment availability and alluvial bed cover. Sumner et al (2019) reported that the straightening of the Yubari River, which was carried out to improve the drainage of farmland, caused the bedrock to be exposed and the knickpoint to migrate upstream. Yanites et al (2011) studied the changes in the Beigang ( known as Peikang) River in central Taiwan triggered by the thick sediment cover introduced by landslides and typhoons during the 1999 ChiChi earthquake Their results show slowed or no incision in high transport capacity and low transport capacity channels. Finnegan et al (2007) conducted laboratory-scale experiments and studied the interdependence between incision, bed roughness and alluvial cover Their results indicated that alluvial deposition on the bed shifted bedrock erosion to higher regions of the channel or bank of the channel and suggested that the sediment supply rate controls the thalweg width of the bedrock channel.

Previous models for sediment cover
Linear model
Exponential model
Macro-roughness model
Surface-roughness model
Probabilistic model
Experimental flume
Bed characteristics and conditions
Measurement of observed bedrock roughness
Measurement of dimensionless critical shear stress on bedrock
Measurement of alluvial cover
Initial topographic roughness and hydraulic roughness
Time series change in relative roughness
Relationship between gravel layer thickness and alluvial cover fraction
Relative roughness of the bedrock bed and dimensionless critical shear stress
Predicting experimental results of alluvial cover ratio using the models
The effects of bar formation on alluvial cover
Summary
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.