TECHNICAL PAPERS
Dec 1, 1999

Comparison of ICEJAM and RIVJAM Ice Jam Profile Models

Publication: Journal of Cold Regions Engineering
Volume 13, Issue 4

Abstract

A review and comparison of two numerical ice jam profile models is provided. The first is the RIVJAM model, developed at the National Water Research Institute in Canada. The second is the ICEJAM model, which was developed at the University of Alberta and which forms the basis of the solution algorithm in the ice jam calculation routine recently implemented in HEC-RAS. Both the RIVJAM and ICEJAM models solve an ice jam stability equation in conjunction with one-dimensional, steady, gradually varied flow, and both have the capacity to compute profiles for equilibrium and nonequilibrium ice jams. The focus of the investigation is to compare the analytical equations solved, the numerical solution approaches, the required boundary conditions, and the relative sensitivity of the models' calibration parameters. Similarities between the models' governing equations and solution techniques are illustrated through direct comparison of the analytical equations and through model application. Differences between the models' boundary conditions and relative success of calibration are illustrated through the application to case studies.

Get full access to this article

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

References

1.
Ashton, G. D. (1986). River and lake ice engineering. Water Resources Publications, Littleton, Colo.
2.
Beltaos, S. (1983). “River ice jams: Theory, case studies, and applications.”J. Hydr. Engrg., ASCE, 109(10), 1338–1359.
3.
Beltaos, S. (1988). “Configuration and properties of a breakup jam.” Can. J. Civ. Engrg., Ottawa, 15(4), 685–697.
4.
Beltaos, S. (1989). Quasi user's guide to the RIVJAM model. National Water Research Institute, Burlington, Ont., Canada.
5.
Beltaos, S. (1993). “Numerical computation of river ice jams.” Can. J. Civ. Engrg., Ottawa, 20(1), 88–99.
6.
Beltaos, S. ( 1997). “User's manual for the RIVJAM model.” Contribution 97-18, National Water Research Institute, Burlington, Ont., Canada.
7.
Beltaos, S., and Burrell, B. C. ( 1990). “Ice breakup and jamming in the Restigouche River, New Brunswick.” Contribution 90-169, National Water Research Institute, Burlington, Ont., Canada.
8.
Beltaos, S., and Moody, W. J. ( 1986). “Measurements of the configuration of a breakup jam.” Contribution 86-123, National Water Research Institute, Burlington, Ont., Canada.
9.
Beltaos, S., and Wong, J. (1986). “Downstream transition of river ice jams.”J. Hydr. Engrg., ASCE, 112(2), 91–110.
10.
Daly, S. F., Brunner, G., Piper, S., Jensen, M., and Tuthill, A. (1989). “Modeling ice covered rivers using HEC-RAS.” Proc., Cold Regions Impact on Civ. Works, 9th Int. Conf. on Cold Regions Engrg., David E. Newcomb, ed., ASCE, Reston, Va.
11.
Flato, G., and Gerard, R. (1986). “Calculation of ice jam thickness profiles.” Proc., 4th Workshop on Hydr. of River Ice, Subcommittee of Hydraulics of Ice Covered Rivers, National Research Council of Canada, Montreal.
12.
Flato, G. (1988). “Calculation of ice jam profiles,” MSc thesis, Dept. of Civ. Engrg., University of Alberta, Edmonton, Alta., Canada.
13.
Gogus, M., and Tatinclaux, J. C. (1981). “Mean characteristics of asymmetric flows: Application to flow below ice jams.” Can. J. Civ. Engrg., Ottawa, 8(3), 342–350.
14.
Healy, D., and Hicks, F. (1997). “A comparison of the ICEJAM and RIVJAM ice jam profile models.” Water Resour. Engrg. Rep. WRE97-H1, Dept. of Civ. and Envir. Engrg., University of Alberta, Edmonton, Alta., Canada.
15.
Nezhikhovskiy, R. A. ( 1964). “Coefficients of roughness of bottom surface on slush-ice cover.” Soviet Hydro., Selected Papers, American Geographical Union, Washington, D.C., 127–150.
16.
Pariset, E., Hausser, R., and Gagnon, A. (1996). “Formation of ice covers and ice jams in rivers.”J. Hydr. Div., 92(6).
17.
Uzuner, M. S. (1975). “The composite roughness of ice covered stream.”J. Hydr. Res., Delft, The Netherlands, 13(1), 79–102.
18.
Uzuner, M. S., and Kennedy, J. F. (1976). “Theoretical model of river ice jams.”J. Hydr. Div., ASCE, 102(9), 1365–1383.

Information & Authors

Information

Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 13Issue 4December 1999
Pages: 180 - 198

History

Received: Jan 27, 1999
Published online: Dec 1, 1999
Published in print: Dec 1999

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Member, ASCE
Grad. Student, Dept. of Civ. and Envir. Engrg., Room 220 Civ./Electr. Engrg. Bldg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7.
Prof., Dept. of Civ. and Envir. Engrg., Room 220 Civ./Electr. Engrg. Bldg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7.

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