A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Stable channels with gravel-paved beds
Hydraulics of naturally gravel-paved channels are examined on basis of field and laboratory data covering discharge range from 1 to 100,000 cfs and bed-material-size range from 0.5 to 18 in.; natural gravel pavements are closely associated with conditions of low bed-load transport; equation relating tractive force to bed material size, exponential flow formula, and regime-type width-discharge relationship are combined to form set of channel design rules; possible applications and methods for sampling gravel pavements are mentioned.
Stable channels with gravel-paved beds
Hydraulics of naturally gravel-paved channels are examined on basis of field and laboratory data covering discharge range from 1 to 100,000 cfs and bed-material-size range from 0.5 to 18 in.; natural gravel pavements are closely associated with conditions of low bed-load transport; equation relating tractive force to bed material size, exponential flow formula, and regime-type width-discharge relationship are combined to form set of channel design rules; possible applications and methods for sampling gravel pavements are mentioned.
Stable channels with gravel-paved beds
ASCE -- Proc (J Waterways Harbors Div)
Kellerhals, R. (author)
1967
22 pages
Article (Journal)
English
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Stable channels with gravel-paved beds
| Engineering Index Backfile | 1966
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