Flow Characteristics beneath a Simulated Partial Ice Cover: Effects of Ice and Bed Roughness

Author:

Peters Mitchel1,Clark Shawn P.2,Dow Karen3,Malenchak Jarrod4,Danielson Devon5

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Manitoba, 15 Gillson St., Winnipeg, MB, Canada R3T 5V6.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Manitoba, 15 Gillson St., Winnipeg, MB, Canada R3T 5V6.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Manitoba, 15 Gillson St., Winnipeg, MB, Canada R3T 5V6 (corresponding author).

4. Section Head, Manitoba Hydro, 360 Portage Ave., Winnipeg, MB, Canada R3T 5V6.

5. Hydraulic Engineer, Manitoba Hydro, 360 Portage Ave., Winnipeg, MB, Canada R3T 5V6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Reference13 articles.

1. Friction velocity and power law velocity profile in smooth and rough shallow open channel flows;Balachandar R.;Can. J. Civ. Eng.,2002

2. Calkins D. J. and Gooch G. (1982). “Ottauquechee River: Analysis of freezeup processes.” Proc. 2nd CRIPE Workshop Edmonton AB Canada. 2–37.

3. Clark S. P. and Wall A. (2016). “Freeze-up monitoring on the Dauphin River Manitoba Canada.” Proc. 23rd IAHR Int. Symp. on Ice National Oceanic and Atmospheric Agency Ann Arbor MI.

4. Despiking Acoustic Doppler Velocimeter Data

5. Haresign M. Toews J. S. and Clark S. P. (2011). “Comparative testing of border ice growth prediction methods.” Proc. 16th CRIPE Workshop Winnipeg MB Canada.

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