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Lateral sediment connectivity by curve number and a proposed approach to soil erodibility at the watershed scale.

Authors :
Farias S. Moraes, Juliana
Ramon B. Cantalice, Jose
Singh, Vijay P.
Piscoya, Victor C.
Cunha Filho, Moacyr
M. S. Guerra, Sergio
Lourenco Ribeiro Almeida, Pablo
Source :
CATENA. Jan2024, Vol. 234, pN.PAG-N.PAG. 1p.
Publication Year :
2024

Abstract

• Lateral sediment flux from hillslopes is directly connected to the curve number. • The curve number summarized the resistance from the soil-group complex. • The lateral sedimentologic connectivity was well represented by the curve number. • The soil-cover complex in a watershed is closely related to watershed erodibility. The flux of suspended sediment and bedload in a watershed is closely linked to the resistance of soil, known as erodibility. However, the relation between the resistance generated by soil to sediment transport from the hillslope to the river flow is still a challenge. Typically, the bedload flux is related to the shear stress of the main channel. However, the link between lateral sediment flux from hillslopes to suspended sediment flux of the main channel and the relation between bedload and suspended sediment flux to soil erodibility need to be developed. For three Brazilian watersheds, suspended sediment and bedload transport, soils, and hydrological data were obtained to determine watershed soil erodibility. The landscape connectivity expressed by hydrological-sediment connectivity was applied to determine the lateral sediment transport to the primary watershed channel. The flow resistance and lateral suspended sediment discharge were represented by the curve number, which summarized the resistance from the soil-group complex leading to soil erodibility. The curve number addressed the lateral flow and suspended sediment transport to represent the lateral connectivity on the landscape. Sediment transport (sand and suspended sediment) from hillslopes was added to the bedload transport along the longitudinal axis of the watershed, and the watershed soil erodibility (K W) was, thus, obtained for each of the three evaluated watersheds. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
03418162
Volume :
234
Database :
Academic Search Index
Journal :
CATENA
Publication Type :
Academic Journal
Accession number :
173472978
Full Text :
https://doi.org/10.1016/j.catena.2023.107611