This is a Preprint and has not been peer reviewed. The published version of this Preprint is available: https://doi.org/10.1002/2016JF004138. This is version 1 of this Preprint.
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Abstract
The incision of bedrock channels is typically modeled through the stream power or the shear stress applied on the channel bed. However, this approach is not valid for quasi-vertical knickpoints (hereafter waterfalls), where water and sediments do not apply direct force on the vertical face and waterfall retreat rate is often modeled as a power function of drainage area. These different incision modes are associated with two measurable exponents: the channel concavity, $\theta$, that is measured from the channel topography and is used to evaluate the exponents of drainage area and slope in the channel incision model, and $p$, that is measured from the location of waterfalls within watersheds, and evaluates the dependency of the waterfall recession rate on drainage area.
To better understand the relations between channel incision and waterfall recession we systematically compare between the exponents $p$ and $\theta$. These parameters were computed from digital elevation models (30 m SRTM) of 12 river basins with easily detectable waterfalls. We show that $p$ and $\theta$ are: (1) similar within uncertainty, (2) come from a similar distribution, and (3) covary for networks with a large number of waterfalls (>9). In the context of bedrock incision models this hints that the same processes govern waterfall retreat rate and the incision of non-vertical channel reaches in the analyzed basins, and/or that downstream incision can dictate waterfall retreat rate.
DOI
https://doi.org/10.31223/osf.io/5u9eg
Subjects
Earth Sciences, Geomorphology, Physical Sciences and Mathematics
Keywords
landscape evolution, channel concavity, knickpoint, waterfall recession
Dates
Published: 2018-03-15 02:42
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