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ASCE Task Committee on Hydraulics, Bank Mechanics, and Modeling of River Width Adjustment (1998a), River width adjustment: I. Processes and mechanisms, J. Hydraul. Eng., 124(9), 881-902.
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Experiments on upstream-migrating erosional narrowing and widening of an incisional channel caused by dam removal
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Cantelli, A., C. Paola, and G. Parker (2004), Experiments on upstream-migrating erosional narrowing and widening of an incisional channel caused by dam removal, Water Resour. Res., 40, W03304, doi:10.1029/2003WR002940.
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Water Resour. Res
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Dam removal express assessment models (DREAM): Part 1. Model development and validation
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Cui, Y., G. Parker, C. Braudrick, W. E. Dietrich, and B. Cluer (2006a), Dam removal express assessment models (DREAM): part 1. Model development and validation, J. Hydraul. Res., 44(3), 291-307.
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Dam removal express assessment models (DREAM): Part 2. Sample runs/sensitivity tests
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Cui, Y., C. Braudrick, W. E. Dietrich, B. Cluer, and G. Parker (2006b), Dam removal express assessment models (DREAM): part 2. Sample runs/sensitivity tests, J. Hydraul. Res., 44(3), 307-323.
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J. Hydraul. Res
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9
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Bend theory of river meanders: Part 1. Linear development
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0001750795
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Linear theory of river meanders
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Johannesson, H., and G. Parker (1989), Linear theory of river meanders, in River Meandering, Water Resour. Monogr., vol. 12, edited by S. Ikeda and G. Parker, pp. 181-214, AGU, Washington, D. C.
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River Meandering, Water Resour. Monogr
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Johannesson, H.1
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11
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0028429588
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A new vectorial bedload formulation and its application to the time evolution of straight river channels
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Kovacs, A., and G. Parker (1994), A new vectorial bedload formulation and its application to the time evolution of straight river channels, J. Fluid Mech., 267, 153-183.
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J. Fluid Mech
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Kovacs, A.1
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12
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Design of stable channels
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Lane, E. W. (1955), Design of stable channels, J. Hydraul. Eng., 120, 1234-1279.
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Lane, E.W.1
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Self-formed straight rivers with equilibrium banks and mobile bed: Part 1. The sand-silt river
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Parker, G. (1978a), Self-formed straight rivers with equilibrium banks and mobile bed: part 1. The sand-silt river, J. Fluid Mech., 89(1), 109-125.
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J. Fluid Mech
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Parker, G.1
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0018038518
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Self-formed straight rivers with equilibrium banks and mobile bed: Part 2. The gravel river
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Parker, G. (1978b), Self-formed straight rivers with equilibrium banks and mobile bed: part 2. The gravel river, J. Fluid Mech., 89(1), 127-146.
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J. Fluid Mech
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Parker, G.1
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Hydraulic geometry of active gravel rivers
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Parker, G.1
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0026115030
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Selective sorting and abrasion of river gravel: I. Theory
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Parker, G. (1991), Selective sorting and abrasion of river gravel: I. Theory, J. Hydraul. Eng., 117(2), 131-149.
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J. Hydraul. Eng
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Parker, G.1
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The sediment digester
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Parker, G. (2004), The sediment digester, Internal Memo. 117, 17 pp., St. Anthony Falls Lab., Univ. of Minn., Minneapolis.
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Internal Memo. 117
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Sorting of bed load sediment by flow in meander bends
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Water Resour. Res
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Water Resour. Publ, Highlands Ranch, Colo
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Schumm, S. A., M. D. Harvey, and C. C. Watson (1984), Incised Channels: Morphology, Dynamics and Control, Water Resour. Publ., Highlands Ranch, Colo.
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Bed load at low Shields stress on arbitrarily sloping beds: Failure of the Bagnold hypothesis
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Seminara, G., L. Solari, and G. Parker (2003), Bed load at low Shields stress on arbitrarily sloping beds: Failure of the Bagnold hypothesis, Water Resour. Res., 38(11), 1249, doi:10.1029/2001WR000681.
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Comprehensive survey of Lake Mead: 1948-1949
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253 pp
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Smith, W. O., et al. (1954), Comprehensive survey of Lake Mead: 1948-1949, U.S. Geol. Surv. Prof. Pap., 295, 253 pp.
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Smith, W.O.1
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The morphodynamics of super- and transcritical flow
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Zech, Y., S. Soares-Frazão, B. Spinewine, M. Belial, and C. Savary (2005), The morphodynamics of super- and transcritical flow, in River, Coastal, and Estuarine Morphodynamics: RCEM 2005, edited by G. Parker and M. H. Garcia, pp. 239-251, Taylor and Francis, Philadelphia, Pa.
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River, Coastal, and Estuarine Morphodynamics: RCEM 2005
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Zech, Y.1
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