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George H. Lean
Observed names:
G H Lean,
G. H. LEAN,
G. H. Lean,
G.H. Lean
Institution:
HR Wallingford
Observed institution:
HR Wallingford
OpenAlex ID:
A5002175102
The measurement of sand transport by means of radioactive tracers
1962
·
M. J. Crickmore
, G. H. Lean
·
Proceedings of the Royal Society of London A Mathematical and Physical Sciences
·
58
Model Studies of a Perforated Breakwater
1969
·
F. L. Terrett
, J. D. C. Osorio
, et al.
·
Coastal Engineering Proceedings
·
35
Model Studies of a Perforated Br<-jkv.'ater
1968
·
F.L. Terrett
, J.D.C. Osorio
, et al.
·
Coastal Engineering Proceedings
·
32
PDF
The measurement of sand transport by the time-integration method with radioactive tracers
1962
·
M. J. : Crickmore
, G. H. Lean
·
Proceedings of the Royal Society of London A Mathematical and Physical Sciences
·
31
A Simplified Theory Of Permeable Wave Absorbers
1967
·
G. H. Lean
·
Journal of Hydraulic Research
·
29
Modeling Two-Dimensional Circulating Flow
1979
·
George H. Lean
, T. John Weare
·
Journal of the Hydraulics Division
·
11
Estimation of maintenance dredging for navigation channels
1980
·
G. H. Lean
·
EPrints - HR Wallingford (HR Wallingford)
·
8
The Effect of Passing Vessels on a Moored Ship
1977
·
G. H. Lean
, W.A. Price
·
The Dock and Harbour Authority
·
4
Dilution methods of measuring transport of sand from a point source
1966
·
G. H. Lean
, M. J. Crickmore
·
Journal of Geophysical Research Atmospheres
·
4
Safe Underkeel Allowances for Vessels in Navigation Channels
1991
·
J M A Spencer
, E C Bowers
, et al.
·
Coastal Engineering Proceedings
·
2
Discussion of “Sand Transport Studies with Radioactive Tracers”
1964
·
G. H. Lean
·
Journal of the Hydraulics Division
·
2
Discussion of “Discharge Formula for Straight Alluvial Channels”
1961
·
T. Blench
, G. H. Lean
, et al.
·
Transactions of the American Society of Civil Engineers
·
1
QUAYSHIP: a computer model of a ship against a quay in the presence of waves
1990
·
G. H. Lean
, E.C. Bowers
, et al.
·
EPrints - HR Wallingford (HR Wallingford)
PDF
UNDERKEEL: a computer model for vertical ship movement in waves when the underkeel clearance is small
1988
·
G. H. Lean
, E.C. Bowers
, et al.
·
EPrints - HR Wallingford (HR Wallingford)
PDF
Closure to “Modeling Two-Dimensional Circulating Flow”
1980
·
George H. Lean
, T. John Weare
·
Journal of the Hydraulics Division
Discussion of “Stochastic Analysis of Dune Bed Profiles”
1975
·
G. H. Lean
, M. J. Crickmore
·
Journal of the Hydraulics Division
PDF
Discussion of “Stochastic Analysis of Dune Bed Profiles”
1975
·
G. H. Lean
, M. J. Crickmore
·
Journal of the Hydraulics Division
A Particular Case Of Steady Wave Propagation Along A Parallel-Sided Open Channel
1965
·
G. H. Lean
·
Journal of Hydraulic Research
Large Structures of Hydraulic Engineering
1962
·
G. H. LEAN
·
Nature
Discussion of “Discharge Formula for Straight Alluvial Channels”
1960
·
G. H. Lean
, Lucien M. Brush
·
Journal of the Hydraulics Division
Theory of Flowing Water and Silt
1956
·
G. H. LEAN
·
Nature
Report on measurements of the pressure distribution over a wing of triangular plan form at a Mach number of 2.44
1950
·
G. H. Lean
, Keith Whitaker
Report on the flow phenomena at supersonic speed in the neighbourhood of the entry of a propulsive duct
1945
·
G. H. Lean
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Works count:
23
Citation count:
217
H-index:
7
I10-index:
6
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