Literature DB >> 26962851

Semi-quantitative method for the assessment of debris supply from slopes to river in ungauged catchments.

Davide Tiranti1, Marco Cavalli2, Stefano Crema2, Marina Zerbato3, Maria Graziadei4, Secondo Barbero4, Roberto Cremonini4, Chiara Silvestro5, Giulia Bodrato5, Francesco Tresso6.   

Abstract

This paper presents an integrated empirical methodology for assessing the amount of sediment transported from slopes to the main river in absence of a sediment transport monitoring system. The amount of transported sediment is calculated through the characterization of the sediment source areas including the identification of the slope phenomena responsible for the sediment propagation to the main river: shallow landslides, channelized debris flows and deep-seated rotational slides. On this basis, several scenarios related to the climatic conditions are defined: they indicate the number of possible slope phenomena and potential volumes of mobilized unconsolidated material from sediment source areas to the main river. This methodology was finalized and tested in the Maira River basin (south-western Italian Alps) with quite good results.
Copyright © 2016 Elsevier B.V. All rights reserved.

Keywords:  Debris flow; Landslide; Sediment cascade; Sediment source area; Western Italian Alps

Year:  2016        PMID: 26962851     DOI: 10.1016/j.scitotenv.2016.02.150

Source DB:  PubMed          Journal:  Sci Total Environ        ISSN: 0048-9697            Impact factor:   7.963


  2 in total

1.  Assessment of debris inputs from land into the river in the Three Gorges Reservoir Area, China.

Authors:  Jing Wan; Yonggui Wang; Meiling Cheng; Bernard A Engel; Wanshun Zhang; Hong Peng
Journal:  Environ Sci Pollut Res Int       Date:  2017-12-07       Impact factor: 4.223

2.  Hazard Assessment of Debris-Flow along the Baicha River in Heshigten Banner, Inner Mongolia, China.

Authors:  Chen Cao; Peihua Xu; Jianping Chen; Lianjing Zheng; Cencen Niu
Journal:  Int J Environ Res Public Health       Date:  2016-12-29       Impact factor: 3.390

  2 in total

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