Items where Author is "Ashworth, P.J."

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Number of items: 16.

Ashworth, P.J. and Lewin, J. (2012) How do big rivers come to be different? Earth-Science Reviews, 114 (1-2). pp. 84-107. ISSN 0012-8252

Sambrook Smith, G.H., Best, J.L., Ashworth, P.J., Fielding, C.R., Goodbred, S.L. and Prokocki, E.W. (2010) Fluvial form in modern continental sedimentary basins: distributive fluvial systems: comment Geology, 38 (12). pp. 39-42. ISSN 0091-7613

Sambrook Smith, G., Best, J.L., Ashworth, P.J., Lane, S.N., Parker, N.O., Lunt, I.A., Thomas, R.E. and Simpson, C.J. (2010) Can we distinguish flood frequency and magnitude in the sedimentological record of rivers? Geology, 38 (7). pp. 579-582. ISSN 0091-7613

Lane, S.N., Widdison, P.E., Thomas, R.E., Ashworth, P.J., Best, J.L., Lunt, I.A., Sambrook-Smith, G.H. and Simpson, C.J. (2010) Quantification of braided river channel change using archival digital image analysis Earth Surface Processes and Landforms, 35 (8). pp. 971-985. ISSN 0197-9337

Peakall, J., Ashworth, P.J. and Best, J.L. (2007) Meander bend evolution, alluvial architecture, and the role of cohesion in sinuous river channels, a flume study Journal of Sedimentary Research, 77 (3). pp. 197-212. ISSN 1527-1404

Ashworth, P.J., Best, J.L. and Jones, M.A. (2007) The relationship between channel avulsion, flow occupancy and aggradation in braided rivers: insights from an experimental model Sedimentology, 54 (3). pp. 497-513. ISSN 1365-3091

Sambrook Smith, G.H., Lunt, I., Ashworth, P.J., Best, J., Bridge, J., Lane, S. and Simpson, C. (2006) Sedimentological impact of a large flood revealed using sequential GPR surveys In: Proceedings of the 11th International Conference on Ground Penetrating Radar, Ohio, USA.

Sambrook Smith, G.H., Ashworth, P.J., Best, J.L., Woodward, J. and Simpson, C.J. (2006) The sedimentology and alluvial architecture of the sandy braided South Saskatchewan River, Canada Sedimentology, 53 (2). pp. 413-434. ISSN 1365-3091

Sambrook Smith, Gregory H., Ashworth, P.J., Best, James L., Woodward, John and Simpson, Christopher J. (2005) The morphology and facies of sandy braided rivers: some considerations of scale invariance In: Blum, Michael, Marriott, Susan and Leclair, Suzanne, eds. Fluvial sedimentology. International Association of Sedimentologists, VII (Special Publication 35). Blackwell Publishing, Oxford, UK, pp. 145-158. ISBN 1405126515

Ashworth, P.J. (2004) Initiation of motion In: Goudie, A.S., ed. Encyclopedia of Geomorphology. Routledge, London, pp. 562-563. ISBN 041527298X

Ashworth, P.J., Best, James L. and Jones, Merren (2004) The relationship between sediment supply and avulsion frequency in braided rivers Geology, 32 (1). pp. 21-24. ISSN 0091-7613

Best, James L., Ashworth, P.J., Bristow, Charles S. and Roden, Julie E. (2003) Three-dimensional sedimentary architecture of a large, mid-channel sand braid bar, Jamuna River, Bangladesh Journal of Sedimentary Research, 73 (4). pp. 516-530. ISSN 1527-1404

Woodward, John, Ashworth, P.J., Best, James L., Sambrook Smith, Gregory H. and Simpson, Christopher J. (2003) The use and application of GPR in sandy fluvial environments: methodological considerations In: Bristow, C.S. and Jol, H.M., eds. Ground penetrating radar in sediments. Geological Society special publication (211). Geological Society of London, London, pp. 127-142. ISBN 978-1-86239-131-4

Lin, Ma, Ashworth, P.J., Best, James L., Elliott, Lionel, Ingham, Derek B. and Whitcombe, Leslie J. (2002) Computational fluid dynamics and the physical modelling of an upland urban river Geomorphology, 44 (3-4). pp. 375-391. ISSN 0169-555x

Moreton, David J., Ashworth, P.J. and Best, James L. (2002) The physical scale modelling of braided alluvial architecture and estimation of subsurface permeability Basin Research, 14 (3). pp. 265-287. ISSN 0950-091X

Peakall, J., Leeder, M.R., Best, J.R. and Ashworth, P.J. (2000) River response to lateral ground tilting: a synthesis and some implications for the modelling of alluvial architecture in extensional basins Basin Research, 12 (3). pp. 413-424. ISSN 0950-091X

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