4.5 Article

A statistical framework to quantify spatial variation in channel gradients using the integral method of channel profile analysis

期刊

出版社

AMER GEOPHYSICAL UNION
DOI: 10.1002/2013JF002981

关键词

bedrock channels; topographic analysis; landscape evolution

资金

  1. Carnegie Trust for the Universities of Scotland
  2. NERC [NE/J012750/1, NE/J500021/1, NE/J009970/1]
  3. Natural Environment Research Council [NE/J009067/1, NE/J012750/1, 1082630, NE/J009970/1, 1272343] Funding Source: researchfish
  4. NERC [NE/J009067/1, NE/J012750/1, NE/J009970/1] Funding Source: UKRI

向作者/读者索取更多资源

We present a statistical technique for analyzing longitudinal channel profiles. Our technique is based on the integral approach to channel analysis: Drainage area is integrated over flow distance to produce a transformed coordinate, , which has dimensions of length. Assuming that profile geometry is conditioned by the stream power law, defined as E=KA(m)S(n) where E is erosion rate, K is erodibility, A is drainage area, S is channel gradient, and m and n are constants, the slope of a transformed profile in -elevation space should reflect the ratio of erosion rate to channel erodibility raised to a power 1/n; this quantity is often referred to as the channel steepness and represents channel slope normalized for drainage area. Our technique tests all possible contiguous segments in the channel network to identify the most likely locations where channel steepness changes and also identifies the most likely m/n ratio. The technique identifies locations where either erodibility or erosion rates are most likely to be changing. Tests on a simulated landscape demonstrate that the technique can accurately retrieve both the m/n ratio and the correct number and location of segments eroding at different rates where model assumptions apply. Tests on natural landscapes illustrate how the method can distinguish between spurious channel convexities due to incorrect selection of the m/n ratio from those which are candidates for changing erodibility or erosion rates. We also show how, given erosion or uplift rate constraints, the method can be used to constrain the slope exponent, n. Key Points We present a technique that finds channel segments of distinct steepness The method constrains the m/n ratio in the stream power incision model Given erosion or uplift rates, the method can constrain the exponent n

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