School of Earth and Environment
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Daniel Parsons Dr Daniel Parsons

Visiting Researcher

Email address: eardpa@leeds.ac.uk

Link to personal page

Publications

  • Hardy, RJ; Best, JL; Parsons, DR; Keevil, GM (2011) On determining the geometric and kinematic characteristics of coherent flow structures over a gravel bed: a new approach using combined PLIF-PIV, EARTH SURF PROC LAND, 36, pp.279-284. doi:10.1002/esp.2118
  • Edmonds, D; Slingerland, R; Best, J; Parsons, D; Smith, N (2010) Response of river-dominated delta channel networks to permanent changes in river discharge, GEOPHYS RES LETT, 37, . doi:10.1029/2010GL043269
  • Parsons, DR; Peakall, J; Aksu, AE; Flood, RD; Hiscott, RN; Besiktepe, S; Mouland, D (2010) Gravity-driven flow in a submarine channel bend: Direct field evidence of helical flow reversal, GEOLOGY, 38, pp.1063-1066. doi:10.1130/G31121.1
  • Best, J; Simmons, S; Parsons, D; Oberg, K; Czuba, J; Malzone, C (2010) A new methodology for the quantitative visualization of coherent flow structures in alluvial channels using multibeam echo-sounding (MBES), GEOPHYS RES LETT, 37, . doi:10.1029/2009GL041852
  • Shugar, DH; Kostaschuk, R; Best, JL; Parsons, DR; Lane, SN; Orfeo, O; Hardy, RJ (2010) On the relationship between flow and suspended sediment transport over the crest of a sand dune, Rio Parana, Argentina, SEDIMENTOLOGY, 57, pp.252-272. doi:10.1111/j.1365-3091.2009.01110.x
  • Kay, P; Armstrong, A; McDonald, A; Parsons, D; Best, J; Peakall, J; Walker, A; Foulger, M; Gledhill, S; Tillotson, M (2009) A pilot study of the efficacy of residuum lodges for managing sediment delivery to impoundment reservoirs, WATER ENVIRON J, 23, pp.52-62. doi:10.1111/j.1747-6593.2008.00111.x
  • Szupiany, RN; Amsler, ML; Parsons, DR; Best, JL (2009) Morphology, flow structure, and suspended bed sediment transport at two large braid-bar confluences, WATER RESOUR RES, 45, . doi:10.1029/2008WR007428
  • Kostaschuk, R; Shugar, D; Best, J; Parsons, D; Lane, S; Hardy, R; Orfeo, O (2009) Suspended sediment transport and deposition over a dune: Rio Parana, Argentina, EARTH SURF PROC LAND, 34, pp.1605-1611. doi:10.1002/esp.1847
  • Smith, GHS; Ashworth, PJ; Best, JL; Lunt, IA; Orfeo, O; Parsons, DR (2009) THE SEDIMENTOLOGY AND ALLUVIAL ARCHITECTURE OF A LARGE BRAID BAR, RIO PARANA, ARGENTINA, J SEDIMENT RES, 79, pp.629-642. doi:10.2110/jsr.2009.066
  • Lane, SN; Parsons, DR; Best, JL; Orfeo, O; Kostaschuk, RA; Hardy, RJ (2008) Causes of rapid mixing at a junction of two large rivers: Rio Parana and Rio Paraguay, Argentina, J GEOPHYS RES-EARTH, 113, . doi:10.1029/2006JF000745
  • Corney, RKT; Peakall, J; Parsons, DR; Elliott, L; Best, JL; Thomas, RE; Keevil, GM; Ingham, DB; Amos, KJ (2008) Reply to Discussion of Imran et al. on "The orientation of helical flow in curved channels" by Corney et al., Sedimentology, 53, 249-257, SEDIMENTOLOGY, 55, pp.241-247. doi:10.1111/j.1365-3091.2007.00925.x
  • Hardy, RJ; Lane, SN; Ferguson, RI; Parsons, DR (2007) Emergence of coherent flow structures over a gravel surface: A numerical experiment, WATER RESOUR RES, 43, . doi:10.1029/2006WR004936
  • Parsons, DR; Best, JL; Lane, SN; Orfeo, O; Hardy, RJ; Kostaschuk, R (2007) Form roughness and the absence of secondary flow in a large confluence-diffluence, Rio Parana, Argentina, EARTH SURF PROC LAND, 32, pp.155-162. doi:10.1002/esp.1457
  • Corney, RKT; Peakall, J; Parsons, DR; Elliott, L; Amos, KJ; Best, JL; Keevil, GM; Ingham, DB (2006) The orientation of helical flow in curved channels, SEDIMENTOLOGY, 53, pp.249-257. doi:10.1111/j.1365-3091.2006.00771.x
  • Keylock, CJ; Hardy, RJ; Parsons, DR; Ferguson, RI; Lane, SN; Richards, KS (2005) The theoretical foundations and potential for large-eddy simulation (LES) in fluvial geomorphic and sedimentological research, EARTH-SCI REV, 71, pp.271-304. doi:10.1016/j.earscirev.2005.03.001
  • Parsons, DR; Best, JL; Orfeo, O; Hardy, RJ; Kostaschuk, R; Lane, SN (2005) Morphology and flow fields of three-dimensional dunes, Rio Parana, Argentina: Results from simultaneous multibeam echo sounding and acoustic Doppler current profiling, J GEOPHYS RES-EARTH, 110, . doi:10.1029/2004JF000231
  • Lane, SN; Hardy, RJ; Ferguson, RI; Parsons, D (2005) A framework for model verification and validation of CFD schemes in natural open channel flows, In: Bates; M; Lane; N, S (Ed) Computational Fluid Dynamics: Applications in Environmental Hydraulics, John Wiley & Sons, pp.329-355.
  • Parsons, D; Ferguson, RI; Lane, SN; Hardy, RJ (2004) Flow structures in meander bends with recirculation zones: implications for bend movements, In: Greco, M; Carravetta, A; Morte, RD (Ed) River flow 2004, 1, Balkema, London, pp.49-59.
  • Parsons, D; Best, JL; Lane, SN; Orfeo, O; Kostaschuk, RA; Hardy, RJ; Franklin, MC (2004) The morphology and sediment dynamics of a large river confluence: the Rio Parana and Rio Paraguay, NE Argentina, In: Greco, M; Carravetta, A; Morte, RD (Ed) River Flow 2004, Proceedings of the second international conference on fluvial hydraulics, 1, A.A. Balkema, Leiden, pp.43-49.
  • Parsons, DR; Wiggs, GFS; Walker, IJ; Ferguson, RI; Garvey, BG (2004) Numerical modelling of airflow over an idealised transverse dune, ENVIRON MODELL SOFTW, 19, pp.153-162. doi:10.1016/S1364-8152(03)00117-8
  • Ferguson, RI; Parsons, DR; Lane, SN; Hardy, RJ (2003) Flow in meander bends with recirculation at the inner bank, WATER RESOUR RES, 39, . doi:10.1029/2003WR001965
  • Parsons, D; Walker, IJ; Wiggs, GFS (2003) Numerical modelling of flow structures over idealized transverse aeolian dunes of varying geometry, Geomorphology, 59, pp.149-164. doi:10.1016/j.geomorph.2003.09.012
  • Ferguson, RI; Parsons, D (2003) Flow structures in meander bends with recirculation, In: Jirka, GH; Uijttewaal, WSJ (Ed) Shallow Flows, Balkema, London, pp.77-84.
  • Parsons, DR (2003) Discussion of "Three-dimensional numerical study of flows in open-channel junctions" by Jianchun Huang, Larry J. Weber, and Yong G. Lai, J HYDRAUL ENG-ASCE, 129, pp.822-823. doi:10.1061/(ASCE)0733-9429(2002)129:3(268)
  • Hardy, RJ; Lane, SN; Ferguson, RI; Parsons, DR (2003) Assessing the credibility of a series of computational fluid dynamic simulations of open channel flow, HYDROL PROCESS, 17, pp.1539-1560. doi:10.1002/hyp.1198