A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
INCIPIENT MOTION OF HYPOTHETICAL STREAM BEDS—PART 2: CRITICAL SHEAR APPROACH
Critical shear criterion is followed to summarize the hydrodynamic conditions leading to incipient motion of spheres, of different sizes and densities, over-riding on a bed of closely packed spheres. A relationship governing the incipient motion conditions, based on critical shear stress criterion is developed, correlating the various physical properties of water and over-riding spheres, relative sizes as well as the inter-particle geometry of over-riding spheres and bed spheres. The results are generalized by showing their validity with others data of over-riding spheres on sphere-beds as well as on sand roughened beds. Results have indicated that conventional Shields' curve is not applicable because of protrusion height of the over-riding spheres over and above or below the general bed level, and an equation for Shields' parameter valid for over-riding spheres is presented.
INCIPIENT MOTION OF HYPOTHETICAL STREAM BEDS—PART 2: CRITICAL SHEAR APPROACH
Critical shear criterion is followed to summarize the hydrodynamic conditions leading to incipient motion of spheres, of different sizes and densities, over-riding on a bed of closely packed spheres. A relationship governing the incipient motion conditions, based on critical shear stress criterion is developed, correlating the various physical properties of water and over-riding spheres, relative sizes as well as the inter-particle geometry of over-riding spheres and bed spheres. The results are generalized by showing their validity with others data of over-riding spheres on sphere-beds as well as on sand roughened beds. Results have indicated that conventional Shields' curve is not applicable because of protrusion height of the over-riding spheres over and above or below the general bed level, and an equation for Shields' parameter valid for over-riding spheres is presented.
INCIPIENT MOTION OF HYPOTHETICAL STREAM BEDS—PART 2: CRITICAL SHEAR APPROACH
Rao, Achanta Ramakrishna (author)
ISH Journal of Hydraulic Engineering ; 10 ; 94-105
2004-01-01
12 pages
Article (Journal)
Electronic Resource
Unknown
INCIPIENT MOTION OF HYPOTHETICAL STREAM BEDS-PART 1: CRITICAL VELOCITY APPROACH
| Taylor & Francis Verlag | 2004
Comparison of Methods for Predicting Incipient Motion for Sand Beds
| British Library Online Contents | 2004
Comparison of Methods for Predicting Incipient Motion for Sand Beds
| Online Contents | 2004
Fractional Critical Shear Stress at Incipient Motion in a Bimodal Sediment
| DOAJ | 2008
Incipient Particle Motion in Laminar Shear Flows
| Wiley | 2015