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<!DOCTYPE article SYSTEM "http://www.hydrol-earth-syst-sci.net/inc/hess/copernicus.dtd">
<article language="en">
	<journal>
		<journal_title>Hydrology and Earth System Sciences</journal_title>
		<journal_url>www.hydrol-earth-syst-sci.net</journal_url>
		<issn>1027-5606</issn>
		<eissn>1607-7938</eissn>
		<volume_number>8</volume_number>
		<issue_number>2</issue_number>
		<publication_year>2004</publication_year>
	</journal>
	<doi>10.5194/hess-8-122-2004</doi>
	<article_url>http://www.hydrol-earth-syst-sci.net/8/122/2004/</article_url>
	<abstract_html>http://www.hydrol-earth-syst-sci.net/8/122/2004/hess-8-122-2004.html</abstract_html>
	<fulltext_pdf>http://www.hydrol-earth-syst-sci.net/8/122/2004/hess-8-122-2004.pdf</fulltext_pdf>
	<start_page>122</start_page>
	<end_page>134</end_page>
	<publication_date>0000-00-00</publication_date>
	<article_title content_type="html">A model for simulating the deposition of water-lain sediments in dryland environments</article_title>
	<authors>
		<author numeration="1" affiliations="1,2">
			<name>M. A. Bunch</name>
		</author>
		<author numeration="2" affiliations="1,2">
			<name>R. Mackay</name>
		</author>
		<author numeration="3" affiliations="1,2">
			<name>J. H. Tellam</name>
		</author>
		<author numeration="4" affiliations="1,2">
			<name>P. Turner</name>
		</author>
	</authors>
	<affiliations>
		<affiliation numeration="1" content_type="html">School of Geography, Earth and Environmental Sciences, University of Birmingham, Edgbaston, Birmingham. B15 2TT, UK</affiliation>
		<affiliation numeration="2" content_type="html">Email for corresponding author: mab061@bham.ac.uk</affiliation>
	</affiliations>
	<abstract content_type="html">A numerical process-imitating model, the Discrete Storm Event Sedimentation 
   Simulator (DSESS), has been developed to represent the climatic and hydraulic conditions of 
   drylands in modelling their geomorphological development and sedimentary facies distributions. 
   The ultimate aim is to provide insights into the lateral variability of permeability in the 
   Triassic Sandstone aquifers of the UK for the study of solute movement. DSESS employs discrete 
   storm-flood automata, released across a cellular landscape, to model sediment transport: erosion, 
   migration and deposition. Sediment classes with different grain sizes can be modelled. Empirical 
   process-based equations are used to quantify the movement of the automata, their erosion 
   potential, sediment-carrying capacity and interaction with the underlying sediments. The 
   approach emphasises the sequence of dryland storm events and associated floods rather than 
   their timing. Flood events are assumed to be discrete in time. Preliminary tests carried out 
   with DSESS using simple systems and idealised initial conditions produce lithological and land 
   surface features characteristic of dryland settings and indicate the potential of the model for 
   large-scale, long-time modelling of sedimentary facies development. Markedly different results 
   are observed across the range of tests carried out in response to the non-linear interactions 
   between the different elements of the landscape and the floodwaters simulated with DSESS. 
   Simulations show that sediment accumulations develop concave upward radial profiles, 
   plano-convex cross-profiles and possess a general lateral grading of sediment with distance 
   from source. The internal grain size architecture shows evidence of both persistent and 
   rapidly changing flow conditions, with both lateral and longitudinal stepping of coarse bodies 
   produced by ‘scour and fill’ events and random avulsions. Armoured layers form so that 
   near-surface sediments have increased likelihood of preservation. Future developments will 
   include representation of aeolian deposition, mass wasting and hyper-concentrated (debris) 
   flows.&lt;/p&gt;

&lt;p  style=&quot;line-height: 20px;&quot;&gt;&lt;b&gt;Keywords: &lt;/b&gt;avulsion, channel, deposition, drylands, erosion, gravel armouring, 
    modelling, sheet-flood, transport capacity</abstract>
	<references>
	</references>
</article>

