TECHNICAL PAPERS
Feb 1, 1995

Under Cover Transport and Accumulation of Frazil Granules

This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 121, Issue 2

Abstract

The process of frazil jam evolution in ice-covered rivers is not well understood. In this paper, under cover transport of frazil granules and its relation to frazil jam evolution in rivers are studied. A concept of ice transport capacity by analogy to bed sediment transport is developed and validated with the field data obtained from the Hequ reach of the Yellow River. The analysis of field data shows that the ice-transport capacity can be described by existing bed load transport formulas for low-density sediments. In view of various shapes of frazil granules that can form in different rivers, the effect of particle shape on the transport capacity is studied. Laboratory experiments are carried out using low-density chips to determine the transport rate over a wide range of flow conditions that are applicable to frazil transport. A generalized cover load transport formula taking into consideration the shape of the particles is obtained based on the laboratory data.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Ackers, P., and White, W. R.(1973). “Sediment transport: new approach and analysis.”J. Hydr. Div., ASCE, 99(11), 2041–2060.
2.
Bagnold, R. A.(1955). “Some flume experiments on large grains but little denser than the transporting fluid, and their implications.”Proc., Part III, Institute of Civil Engineers, London, England, 4(1), 174–205.
3.
Bagnold, R. A. (1956). “The flow of cohesionless grains in fluids.”Phil. Trans., Royal Society, London, England, Series A, Vol. 249, 235–297.
4.
Bagnold, R. A. (1966). “An approach to the sediment transport problem from general physics.”Geological Survey Profl. Paper 422-I, U.S. Geological Survey, Washington, D.C.
5.
Bagnold, R. A. (1973). “The nature of saltation and of `bed-load' transport in water.”Phil. Trans., Royal Society London, England, Series A, Vol. 332, 473–504.
6.
Beltaos, S., and Wong, J.(1986). “Downstream transition of river ice jams.”J. Hydr. Engrg., ASCE, 112(2), 91–110.
7.
Chacho, E. F., Lawson, D. E., and Brockett, B. E. (1986). “Frazil ice pebbles: frazil ice aggregates in the Tanana River near Fairbanks, Alaska.”Proc., IAHR Symp. on Ice, Iowa City, Iowa, Vol. 1, 465–474.
8.
Chien, N. (1956). “The present status of research on sediment transport.”Trans., ASCE, Vol. 121, 833–868.
9.
Chien, N. (1980). “A comparison of the bed load formulas.”J. Hydr. Engrg., No. 4, 1–11, Beijing, China.
10.
Einstein, H. A. (1950). “The bed-load function for sediment transport in open channels.”Tech. Bull. No. 1026, U.S. Department of Agriculture, Washington, D.C.
11.
Engelund, F.(1965). “A criterion for the occurrence of suspended load.”La Houille Blanche, Grenoble, France, 19(6), 607.
12.
Engelund, F., and Hansen, E. (1967). “A monograph on sediment transport in alluvial streams.”Teknisk Vorlag, Copenhagen, Denmark.
13.
Grez, M. (1989). “Inner structures and surface morphology of ice jams.”Proc., Ice Seminar, Polish Academy of Sciences, Warsaw, Poland, 66–75.
14.
Kivislid, H. R. (1959). “Hanging ice dams.”Proc., 8th IAHR Congr., Montreal, Canada, 23F, 1–30.
15.
Low, H. S.(1989). “Effect of sediment density on bed-load transport.”J. Hydr. Engrg., ASCE, 115(1), 124–138.
16.
Luque, R. F., and Beek, R. V.(1976). “Erosion and transport of bed-load sediment.”J. Hydr. Res., 14(2), 127–144.
17.
Mantz, P. A.(1980). “Low sediment transport rates over flat beds.”J. Hydr. Div., ASCE, 106(7), 1173–1190.
18.
Meyer-Peter, E. H., and Muller, R. (1948). “Formula for bed load transport.”Proc., 2nd Congr., IAHR, Stockholm, Sweden, 39–64.
19.
Michel, B., and Drouin, M. (1975). “Equilibrium of an underhanging dam at the La Grande River.”Rep. GCS-75-03-01, Dept. of Civ. Engrg., Laval University, Quebec City, Canada.
20.
Pariset, E., and Hausser, R.(1961). “Formation and evolution of the ice covers on rivers.”Trans., Engineering Institute of Canada, Ottawa, Canada, 5(1), 41–49.
21.
River and lake ice engineering. (1986). Ashton, G. D., ed., Water Resources Publications, Littleton, Colo.
22.
River dynamics. (1961). WIHH (Wuhan Institute of Hydraulic and Hydroelectric Power) Hydraulic and Hydroelectric Power Press, Beijing, China.
23.
Rubey, W. W.(1933). “Settling velocities of gravel, sand, and silt particles.”Amer. J. Sci., 25(148), 325–338.
24.
Shen, H. T., and Van DeValk, W. A. (1984). “Field investigation of St. Lawrence River hanging dams.”Proc., IAHR Ice Symp., Hamburg, Germany, 241–249.
25.
Sun, Z., Yang, S., and Yao, K. (1986). “Prototype observation and study of ice jam at Hequ section of the Yellow River.”Proc., IAHR Symp., Iowa City, Iowa, Vol. II, 39–48.
26.
Swamee, P. K., and Ojha, C. S. P.(1991). “Drag coefficient and fall velocity of nonspherical particles.”J. Hydr. Engrg., 117(5), 660–667.
27.
Tatinclaux, J.-C.(1977). “Equilibrium thickness of ice jams.”J. Hydr. Engrg., ASCE, 103(9), 959–974.
28.
Tesaker, E. (1975). “Accumulation of frazil ice in an intake reservoir.”Proc., Third Int. Symp. on Ice Problems, IAHR, Hanover, N.H., 25–35.
29.
Tsang, G., and Szucs, L. (1972). “Field experiments of winter flow in natural rivers.”Proc., Banff Symp., the Role of Snow and Ice in Hydro., Vol. 1, 772–796.
30.
Uzuner, M. S., and Kennedy, J. F.(1976). “Theoretical model of river ice jams.”J. Hydr. Div., ASCE, 102(9), 1365–1383.
31.
Wang, D. S. (1992). “Frazil jam evolution and transport of low density granules,” Licentiate thesis, Luleå University, Luleå, Sweden.
32.
Wang, S., and Zhang, R. (1987). “A new equation of bed load transport.”Proc., IAHR Congr., Lausanne, Switzerland.
33.
Wilson, K. C.(1987). “Analysis of bed-load motion at high shear stress.”J. Hydr. Engrg., ASCE, 113(1), 97–103.
34.
Yalin, M. S. (1977). Mechanics of sediment transport, Pergamon Press, Oxford, England.
35.
Yang, L. F. (1985). “A preliminary study on the ice jam at the Liujiaxia reach of the Yellow River.”J. Sediment Res., No. 2, Beijing, China (also, Proc., 1986 IAHR Symp. on Ice, Iowa City, Iowa, Vol. II., 27–38).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 121Issue 2February 1995
Pages: 184 - 195

History

Published online: Feb 1, 1995
Published in print: Feb 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Hung Tao Shen, Member, ASCE
Prof., Dept. of Civ. and Envir. Engrg., Clarkson Univ., Potsdam, NY 13699-5710.
De Sheng Wang, Associate Member, ASCE
Sr. Envir. Sci., Carr Res. Lab., Natick, MA; formerly Res. Assoc., Dept. of Civ. and Envir. Engrg., Clarkson Univ., Potsdam, NY.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share