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Abstract
Ice jams in the Grasse River have caused the erosion of capping material designed to prevent the resurfacing of the bed sediment in the PCB-contaminated area. Two in-stream ice-control structures are proposed to avoid the jam-induced erosion of the capping material. These two ice-control options are a pier-type ice-control structure and a reconstruction of a small hydropower dam upstream of the capping site. A numerical model study using the DynaRICE model is conducted to evaluate the effectiveness of the proposed design. Flow and ice conditions corresponding to the 100-year return period of ice jam events obtained from analyzing historical breakup ice jam data are used in the evaluation. The results showed that these ice-control structures could reduce the ice discharge downstream and the size of the ice jam at the capping site to prevent the erosion and scour of the PCB-contaminated bed.
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Authors (2)
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Hung Tao Shen prof.
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Full text
- Publication version
- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1139/cjce-2023-0047
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- Category:
- Articles
- Type:
- artykuły w czasopismach
- Published in:
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CANADIAN JOURNAL OF CIVIL ENGINEERING
no. 51,
pages 1 - 11,
ISSN: 0315-1468 - Language:
- English
- Publication year:
- 2024
- Bibliographic description:
- Kolerski T., Shen H. T.: A Numerical Model Study on Grasse River Ice Control Structures// CANADIAN JOURNAL OF CIVIL ENGINEERING -Vol. 51,iss. 2 (2024), s.1-11
- DOI:
- Digital Object Identifier (open in new tab) 10.1139/cjce-2023-0047
- Sources of funding:
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- Free publication
- Verified by:
- Gdańsk University of Technology
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