Hydraulic Roughness of Ice Covers

by Peter Larsen, (M.ASCE), Dir. of Res.; Div. of Hydr., Inst. of Tech., Lund, Sweden,


Serial Information: Journal of the Hydraulics Division, 1973, Vol. 99, Issue 1, Pg. 111-119


Document Type: Journal Paper

Discussion: Rantz Saul E. (See full record)
Discussion: Ashton George D. (See full record)
Closure: (See full record)

Abstract: Cold region rivers and canals covered with ice have been found to develop ripple-like reliefs on the ice underside causing head losses considerably in excess of those of smooth boundaries. Observations showed that ice thickness near the banks was several times that of the conveying part of the waterway. It is postulated that these features are caused by heat transferred from the bottom of the waterway. Note that observed ratios of wave height to wave length of the ripples do not exceed approximately 0.12. This is the approximate upper limit of wave index number of separation free flow over sinusoidal waviness. Some measured values of ice roughness coefficient (Mannings n) are given. A graph presenting a dimensionless solution for composite roughness coefficient as a function of ice underside and channel bed coefficients is included.

Subject Headings: Ice | Hydraulic roughness | Wave height | Cold region construction | Cold regions | Rivers and streams | Canals

Services: Buy this book/Buy this article

 

Return to search