苏格兰水库的冰荷载

Q4 Earth and Planetary Sciences Dams and Reservoirs Pub Date : 2022-05-03 DOI:10.1680/jdare.22.00092
Mark Biesta, R. Mann, T. Judge
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引用次数: 0

摘要

AECOM调查了苏格兰水务公司混凝土大坝在200 mAOD最高水位以上的潜在冰荷载。冰可以通过多种机制在大坝上施加荷载,包括:热膨胀、冲击/风阻、垂直力和水位变化。采用了一种简化的方法来估计大坝处的冰层厚度。基于热膨胀力的稳定性分析表明,冰荷载可能会对高度小于5米至10米的混凝土和砖石大坝的稳定性构成风险。然而,几乎没有冰对大坝造成破坏的事件报告(英国也没有)表明,这个问题并不像这项分析所表明的那样严重。对特定地点因素的考虑可以确定冰荷载发展的可能性、破坏的潜在后果,以及是否可以及时进行干预或是否需要采取永久性措施。
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Ice Loading at Scottish Water's Reservoirs
AECOM investigated potential ice loading at Scottish Water's concrete dams above 200 mAOD top water level. Ice can exert a load on a dam by a variety of mechanisms including: thermal expansion, impact / wind drag, vertical force and water level changes. A simplified method was applied to estimate ice thicknesses at the dams. Stability analyses based on thermal expansion forces indicated that ice loading could be a risk to the stability of concrete and masonry dams that are less than 5 m to 10 m high. However, the virtual absence of reported incidents where ice has caused damage to dams (and none in UK) suggest the problem is not as acute as this analysis suggests. A consideration of site-specific factors can identify the likelihood of ice loading developing, the potential consequences of damage and whether intervention could be made in good time or whether permanent measures are warranted.
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来源期刊
Dams and Reservoirs
Dams and Reservoirs Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
0.50
自引率
0.00%
发文量
30
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