A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of stabilized silt carrying irrigation canals based on balance between silting and scouring and dynamic equilibrium in forces generating and maintaining channel cross section and gradient; Kennedy and Lindley theories; correlation of hydraulic mean depth with mean velocity and slope; derivation of new flow equation; new theory correlating turbulence, bed silt grade, and shock; correlation of silt factor and bed silt grade in coarse material.
Design of stabilized silt carrying irrigation canals based on balance between silting and scouring and dynamic equilibrium in forces generating and maintaining channel cross section and gradient; Kennedy and Lindley theories; correlation of hydraulic mean depth with mean velocity and slope; derivation of new flow equation; new theory correlating turbulence, bed silt grade, and shock; correlation of silt factor and bed silt grade in coarse material.
Regime flow in incoherent alluvium
India Central Board Irrigation -- Publ
Lacey, G. (author)
1939
65 pages
Supp plates
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Regime channels in cohesionless alluvium
| British Library Online Contents | 1999
Characterization of gravelly alluvium
| Online Contents | 2016
Characterization of gravelly alluvium
| British Library Online Contents | 2016
How fast can a river flow over alluvium?
| Online Contents | 2008
How fast can a river flow over alluvium?
| British Library Online Contents | 2008