An integral approach to bedrock river profile analysis
ABSTRACT Bedrock river profiles are often interpreted with the aid of slope–area analysis, but noisy topographic data make such interpretations challenging. We present an alternative approach based on an integration of the steady‐state form of the stream power equation. The main component of this ap...
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Published in | Earth surface processes and landforms Vol. 38; no. 6; pp. 570 - 576 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Chichester
Blackwell Publishing Ltd
01.05.2013
Wiley Wiley Subscription Services, Inc |
Subjects | |
Online Access | Get full text |
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Summary: | ABSTRACT
Bedrock river profiles are often interpreted with the aid of slope–area analysis, but noisy topographic data make such interpretations challenging. We present an alternative approach based on an integration of the steady‐state form of the stream power equation. The main component of this approach is a transformation of the horizontal coordinate that converts a steady‐state river profile into a straight line with a slope that is simply related to the ratio of the uplift rate to the erodibility. The transformed profiles, called chi plots, have other useful properties, including co‐linearity of steady‐state tributaries with their main stem and the ease of identifying transient erosional signals. We illustrate these applications with analyses of river profiles extracted from digital topographic datasets. Copyright © 2012 John Wiley & Sons, Ltd. |
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Bibliography: | istex:674388363BAC89BD9509CC3C2AAA42AF910226B9 ark:/67375/WNG-XW9SKP15-5 ArticleID:ESP3302 ObjectType-Article-1 SourceType-Scholarly Journals-1 content type line 14 ObjectType-Feature-2 content type line 23 |
ISSN: | 0197-9337 1096-9837 |
DOI: | 10.1002/esp.3302 |