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A new approach to define surface/sub-surface transition in gravel beds

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The vertical structure of river beds varies temporally and spatially in response to hydraulic regime, sediment mobility, grain size distribution and faunal interaction. Implicit are changes to the active layer depth and bed porosity, both critical in describing processes such as armour layer development, surface-subsurface exchange processes and siltation/sealing. Whilst measurements of the bed surface are increasingly informed by quantitative and spatial measurement techniques (e.g., laser displacement scanning), material opacity has precluded the full 3D bed structure analysis required to accurately define the surface-subsurface transition. To overcome this problem, this paper provides magnetic resonance imaging (MRI) data of vertical bed porosity profiles. Uniform and bimodal (σg = 2.1) sand-gravel beds are considered following restructuring under sub-threshold flow durations of 60 and 960 minutes. MRI data are compared to traditional 2.5D laser displacement scans and six robust definitions of the surface-subsurface transition are provided; these form the focus of discussion.
Czasopismo
Rocznik
Strony
1589--1606
Opis fizyczny
Bibliogr. 22 poz.
Twórcy
autor
autor
autor
  • Institute of Infrastructure and Environment, School of the Built Environment, Heriot-Watt University, Edinburgh, Scotland, h.haynes@hw.ac.uk
Bibliografia
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  • Aberle, J., and K. Koll (2004), Double-averaged flow field over static armour layers. In: M. Greco, A. Carravetta, and R. Della Morte (eds.), Proc. Int. Conf. On Fluvial Hydraulics “River Flow 2004”, June 2004, Napoli, Italy, Vol. 1, 225-233.
  • Fetter, C.W. (1988), Applied Hydrogeology, 2nd ed., Merrill Publishing, Columbus 592 pp.
  • Hassan, M.A., and M. Church (1994), Vertical mixing of coarse particles in gravel bed rivers: A kinematic model, Water Resour. Res. 30, 4, 1173-1185, DOI: 10.1029/93WR03351.
  • Haynes, H., and G. Pender (2007), Stress history effects on graded bed stability, J. Hydraul. Eng. 133, 4, 343-349, DOI: 10.1061/(ASCE)0733-9429(2007)133:4(343).
  • Haynes, H., E. Vignaga, and W.M. Holmes (2009), Using magnetic resonance imaging for experimental analysis of fine-sediment infiltration into gravel beds, Sedimentology 56, 7, 1961-1975, DOI: 10.1111/j.1365-3091.2009.01064.x.
  • Hirano, M. (1971), River bed degradation with armouring, Proc. JSCE, 195, 55-65 (in Japanese).
  • Hoey, T.B., and R. Ferguson (1994), Numerical simulation of downstream fining by selective transport in gravel bed rivers: Model development and illustration, Water Resour. Res. 30, 7, 2251-2260, DOI: 10.1029/94WR00556.
  • Kaless, G., and L. Mao (2011), Numerical simulation of armour layer development under conditions of sediment starvation. In: Proc. Convegno di Medio Termine dell’Associazione Italiana di Ingegneria Agraria, 22-24 Settembre 2011, Belgirate.
  • Kleinhans, M.G., C.R.L.P.N. Jeukens, C.J.G. Bakker, and R.M. Frings (2008), Magnetic Resonance Imaging of coarse sediment, Sediment. Geol. 208, 3-4, 69-78, DOI: 10.1016/j.sedgeo.2008.07.002.
  • Lanzoni, S., and M. Tubino (1999), Grain sorting and bar instability, J. Fluid Mech. 393, 149-174, DOI: 10.1017/S0022112099005583.
  • Marion, A., and L. Fraccarollo (1997), New conversion model for areal sampling of fluvial sediments, J. Hydraul. Eng. 123, 12, 1148-1151, DOI: 10.1061/(ASCE)0733-9429(1997)123:12(1148).
  • Measures, R., and S. Tait (2008), Quantifying the role of bed surface topography in controlling sediment stability in water-worked gravel deposits, Water Resour. Res. 44, W04413, 4413-4430, DOI: 10.1029/2006WR005794.
  • Nikora, V.I., D.G. Goring, and B.J.F. Biggs (1998), On gravel-bed roughness characterization, Water Resour. Res. 34, 3, 517-527, DOI: 10.1029/97WR02886.
  • Nikora, V.I., D.G. Goring, I. McEwan, and G. Griffiths (2001), Spatially averaged open-channel flow over rough bed, J. Hydraul. Eng. 127, 2, 123-133, DOI: 10.1061/(ASCE)0733-9429(2001)127:2(123).
  • Parker, G. (1991), Selective sorting and abrasion of river gravel. I: Theory, J. Hydraul. Eng. 117, 2, 131-147, DOI: 10.1061/(ASCE)0733-9429(1991)117:2(131).
  • Parker, G., and A.J. Sutherland (1990), Fluvial armor, J. Hydraul. Res. 28, 5, 529-544, DOI: 10.1080/00221689009499044.
  • Parker, G., C. Paola, and S. Leclair (2000), Probabilistic Exner sediment continuity equation for mixtures with no active layer, J. Hydraul. Eng. 126, 11, 818-826, DOI: 10.1061/(ASCE)0733-9429(2000)126:11(818).
  • Sibanda, E., I. McEwan, and A. Marion (2000), Measuring the structure of mixedgrain-size sediment beds, J. Hydraul. Eng. 126, 5, 347-353, DOI: 10.1061/(ASCE)0733-9429(2000)126:5(347).
  • Wathen, S.J., R.I. Ferguson, T.B. Hoey, and A. Werritty (1995), Unequal mobility of gravel and sand in weakly bimodal river sediments, Water Resour. Res. 31, 8, 2087-2096, DOI: 10.1029/95WR01229.
  • Wilcock, P.R., G.M. Kondolf, W.V.G. Matthews, and A.F. Barta (1996), Specificiation of sediment maintenance flows for a large gravel-bed river, Water Resour. Res. 32, 9, 2911-2921, DOI: 10.1029/96WR01627.
  • Zimmermann, A., M. Coulombe-Pontbriand, and M. Lapointe (2005), Biases of submerged bulk and freeze-core samples, Earth Surf. Process. Land. 30, 11, 1405-1417, DOI: 10.1002/esp.1202.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL4-0019-0002
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