Cultural advice

The Australian National University acknowledges, celebrates and pays our respects to the Ngunnawal and Ngambri people of the Canberra region and to all First Nations Australians on whose traditional lands we meet and work, and whose cultures are among the oldest continuing cultures in human history.

Aboriginal and Torres Strait Islander peoples are advised that ANU Library collections may include images, names, voices, and other representations of deceased persons.

Material in the collection may contain terms, language or views that reflect the period in which the item was created and may be considered inappropriate today.

Evolution of vertical knickpoints (waterfalls) with resistant caprock: Insights from numerical modeling

dc.contributor.authorHaviv, I
dc.contributor.authorEnzel, Y
dc.contributor.authorWhipple, K. X
dc.contributor.authorZilberman, E.
dc.contributor.authorMatmon, A
dc.contributor.authorStone, John O
dc.contributor.authorFifield, L Keith
dc.date.accessioned2015-12-10T23:05:44Z
dc.date.issued2010
dc.date.updated2016-02-24T08:31:58Z
dc.description.abstractVertical knickpoints (waterfalls) mark a prominent process transition zone whose governing mechanics is not represented by conventional stream power incision models. We examine the evolution of vertical knickpoints with resistant caprock utilizing numerical simulations that explicitly represent (1) face failure mechanisms, (2) flow acceleration and amplified erosion above a knickpoint lip, (3) deposition and removal of coarse debris below the knickpoint, and (4) base level lowering or tectonic uplift rates. Our model demonstrates that knickpoint retreat rate, where the subcaprock is weak or vertically jointed and base level fall rates are steady, is likely to become tied to downstream conditions and equal to the downstream incision rate divided by channel gradient. Mechanically, this coupling occurs where the subcaprock reaches a threshold height for failure in shear or buckling or where the weathering rate of the subcaprock is higher than the downstream incision wave velocity (Vi-ds). The height of the subcaprock face can influence its gravitational stability and the knickpoint lateral erosion rate and lead to a feedback between downstream incision and retreat rate. Retreat rate can be lower than Vi-ds during transients, which could be long (>10 6 years) and set by the weathering rate of the subcaprock or influenced by lag debris evacuation. Key variables other than discharge can be important in setting retreat rates. These include base level lowering rate, the rock strength of stratigraphic units downstream of the knickpoint, and the size and flux of sediment contributed from above the knickpoint or from the canyon walls. Two types of oversteepened reaches can form in association with a vertical knickpoint: (1) an upstream, free fall-induced, oversteepened reach whose length is longer than the flow acceleration zone and (2) a downstream coarse debris-induced oversteepened reach. Although the model was constructed with caprock-type knickpoints in mind, some of its elements and insights are also relevant to homogenous substrates.
dc.identifier.issn0148-0227
dc.identifier.urihttp://hdl.handle.net/1885/62490
dc.publisherAmerican Geophysical Union
dc.sourceJournal of Geophysical Research
dc.subjectKeywords: cap rock; computer simulation; coupling; erosion rate; failure mechanism; fluvial geomorphology; landform evolution; numerical model; stream channel; threshold; transition zone; weathering rate
dc.titleEvolution of vertical knickpoints (waterfalls) with resistant caprock: Insights from numerical modeling
dc.typeJournal article
local.bibliographicCitation.issue3
local.bibliographicCitation.startpage22
local.contributor.affiliationHaviv, I, Hebrew University of Jerusalem
local.contributor.affiliationEnzel, Y, Hebrew University of Jerusalem
local.contributor.affiliationWhipple, K.X., Massachusetts Institute of Technology
local.contributor.affiliationZilberman, E., Geological Survey of Israel
local.contributor.affiliationMatmon, A, Hebrew University of Jerusalem
local.contributor.affiliationStone, John O, University of Washington
local.contributor.affiliationFifield, L Keith, College of Physical and Mathematical Sciences, ANU
local.contributor.authoruidFifield, L Keith, u8100341
local.description.embargo2037-12-31
local.description.notesImported from ARIES
local.identifier.absfor040607 - Surface Processes
local.identifier.absfor040601 - Geomorphology and Regolith and Landscape Evolution
local.identifier.ariespublicationf2965xPUB704
local.identifier.citationvolume115
local.identifier.doi10.1029/2008JF001187
local.identifier.scopusID2-s2.0-77956079233
local.identifier.thomsonID000281415500001
local.type.statusPublished Version

Downloads

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
01_Haviv_Evolution_of_vertical_2010.pdf
Size:
2.16 MB
Format:
Adobe Portable Document Format