Sediment load based single thread alluvial channel classification

Gregory Wilkerson, Gary Parker

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Past studies have demonstrated the relation between channel-perimeter sediment type (i.e., the weighted mean percent silt-clay in the channel and banks, M) and channel shape (i.e., the width-depth ratio). Moreover, M was found to be an indicator of the predominant sediment transport mode. Motivated by the reasoning and results of this earlier work we propose a classification scheme for single thread rivers that relies on the median bed material grain size (D50) to classify streams as predominantly transporting either a fine suspended load (D50<=0.062mm), coarse suspended load (0.062mm<D50<=0.50mm), mixed load (0.50mm<D 50<=25.0mm), or bedload (D50>25.0mm). For classifying channels, we use Shields curve to define conditions of incipient sediment motion and the criterion u*=ws (u *=shearvelocity and ws=sedimentfallvelocity) to define the onset of significant suspended load transport. This work is warranted because in most studies of rivers and canals the D50, rather than M, is the only measure recorded for describing channel-perimeter sediment type. Distinctive relationships between Bbf and Qbf, and H bf and Qbf are noted for each of the stream classes we propose, that is, trendlines for these variable differ systematically between stream classes. In contrast, width-to-depth ratios for the stream classes are not distinctive; the width-to-depth ratios range from 3 to 100 across all stream types and values as large as 1,000 are common for coarse suspended-load streams.

Original languageEnglish (US)
Title of host publicationProceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009
Subtitle of host publicationGreat Rivers
Pages3615-3625
Number of pages11
DOIs
StatePublished - Oct 26 2009
EventWorld Environmental and Water Resources Congress 2009: Great Rivers - Kansas City, MO, United States
Duration: May 17 2009May 21 2009

Publication series

NameProceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers
Volume342

Other

OtherWorld Environmental and Water Resources Congress 2009: Great Rivers
CountryUnited States
CityKansas City, MO
Period5/17/095/21/09

Fingerprint

suspended load
sediment
river
canal
sediment transport
shield
silt
grain size
clay

ASJC Scopus subject areas

  • Environmental Science(all)

Cite this

Wilkerson, G., & Parker, G. (2009). Sediment load based single thread alluvial channel classification. In Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers (pp. 3615-3625). (Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers; Vol. 342). https://doi.org/10.1061/41036(342)365

Sediment load based single thread alluvial channel classification. / Wilkerson, Gregory; Parker, Gary.

Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers. 2009. p. 3615-3625 (Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers; Vol. 342).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Wilkerson, G & Parker, G 2009, Sediment load based single thread alluvial channel classification. in Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers. Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers, vol. 342, pp. 3615-3625, World Environmental and Water Resources Congress 2009: Great Rivers, Kansas City, MO, United States, 5/17/09. https://doi.org/10.1061/41036(342)365
Wilkerson G, Parker G. Sediment load based single thread alluvial channel classification. In Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers. 2009. p. 3615-3625. (Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers). https://doi.org/10.1061/41036(342)365
Wilkerson, Gregory ; Parker, Gary. / Sediment load based single thread alluvial channel classification. Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers. 2009. pp. 3615-3625 (Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers).
@inproceedings{0baace52741a4f53b15097eb335c3f1f,
title = "Sediment load based single thread alluvial channel classification",
abstract = "Past studies have demonstrated the relation between channel-perimeter sediment type (i.e., the weighted mean percent silt-clay in the channel and banks, M) and channel shape (i.e., the width-depth ratio). Moreover, M was found to be an indicator of the predominant sediment transport mode. Motivated by the reasoning and results of this earlier work we propose a classification scheme for single thread rivers that relies on the median bed material grain size (D50) to classify streams as predominantly transporting either a fine suspended load (D50<=0.062mm), coarse suspended load (0.062mm<D50<=0.50mm), mixed load (0.50mm<D 50<=25.0mm), or bedload (D50>25.0mm). For classifying channels, we use Shields curve to define conditions of incipient sediment motion and the criterion u*=ws (u *=shearvelocity and ws=sedimentfallvelocity) to define the onset of significant suspended load transport. This work is warranted because in most studies of rivers and canals the D50, rather than M, is the only measure recorded for describing channel-perimeter sediment type. Distinctive relationships between Bbf and Qbf, and H bf and Qbf are noted for each of the stream classes we propose, that is, trendlines for these variable differ systematically between stream classes. In contrast, width-to-depth ratios for the stream classes are not distinctive; the width-to-depth ratios range from 3 to 100 across all stream types and values as large as 1,000 are common for coarse suspended-load streams.",
author = "Gregory Wilkerson and Gary Parker",
year = "2009",
month = "10",
day = "26",
doi = "10.1061/41036(342)365",
language = "English (US)",
isbn = "9780784410363",
series = "Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers",
pages = "3615--3625",
booktitle = "Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009",

}

TY - GEN

T1 - Sediment load based single thread alluvial channel classification

AU - Wilkerson, Gregory

AU - Parker, Gary

PY - 2009/10/26

Y1 - 2009/10/26

N2 - Past studies have demonstrated the relation between channel-perimeter sediment type (i.e., the weighted mean percent silt-clay in the channel and banks, M) and channel shape (i.e., the width-depth ratio). Moreover, M was found to be an indicator of the predominant sediment transport mode. Motivated by the reasoning and results of this earlier work we propose a classification scheme for single thread rivers that relies on the median bed material grain size (D50) to classify streams as predominantly transporting either a fine suspended load (D50<=0.062mm), coarse suspended load (0.062mm<D50<=0.50mm), mixed load (0.50mm<D 50<=25.0mm), or bedload (D50>25.0mm). For classifying channels, we use Shields curve to define conditions of incipient sediment motion and the criterion u*=ws (u *=shearvelocity and ws=sedimentfallvelocity) to define the onset of significant suspended load transport. This work is warranted because in most studies of rivers and canals the D50, rather than M, is the only measure recorded for describing channel-perimeter sediment type. Distinctive relationships between Bbf and Qbf, and H bf and Qbf are noted for each of the stream classes we propose, that is, trendlines for these variable differ systematically between stream classes. In contrast, width-to-depth ratios for the stream classes are not distinctive; the width-to-depth ratios range from 3 to 100 across all stream types and values as large as 1,000 are common for coarse suspended-load streams.

AB - Past studies have demonstrated the relation between channel-perimeter sediment type (i.e., the weighted mean percent silt-clay in the channel and banks, M) and channel shape (i.e., the width-depth ratio). Moreover, M was found to be an indicator of the predominant sediment transport mode. Motivated by the reasoning and results of this earlier work we propose a classification scheme for single thread rivers that relies on the median bed material grain size (D50) to classify streams as predominantly transporting either a fine suspended load (D50<=0.062mm), coarse suspended load (0.062mm<D50<=0.50mm), mixed load (0.50mm<D 50<=25.0mm), or bedload (D50>25.0mm). For classifying channels, we use Shields curve to define conditions of incipient sediment motion and the criterion u*=ws (u *=shearvelocity and ws=sedimentfallvelocity) to define the onset of significant suspended load transport. This work is warranted because in most studies of rivers and canals the D50, rather than M, is the only measure recorded for describing channel-perimeter sediment type. Distinctive relationships between Bbf and Qbf, and H bf and Qbf are noted for each of the stream classes we propose, that is, trendlines for these variable differ systematically between stream classes. In contrast, width-to-depth ratios for the stream classes are not distinctive; the width-to-depth ratios range from 3 to 100 across all stream types and values as large as 1,000 are common for coarse suspended-load streams.

UR - http://www.scopus.com/inward/record.url?scp=70350179934&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=70350179934&partnerID=8YFLogxK

U2 - 10.1061/41036(342)365

DO - 10.1061/41036(342)365

M3 - Conference contribution

AN - SCOPUS:70350179934

SN - 9780784410363

T3 - Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009: Great Rivers

SP - 3615

EP - 3625

BT - Proceedings of World Environmental and Water Resources Congress 2009 - World Environmental and Water Resources Congress 2009

ER -