淤泥质-粉沙质海岸分类标准深入研究*
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交通强国建设试点项目(ZJJTQG-RW1-3)


In-depth research on classification criteria for muddy and silty coasts
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    摘要:

    为进一步优化淤泥质-粉沙质海岸分类标准,依托连云港港30万吨级航道,开展黏粒含量10%~30%的泥沙沉降固结试验。结合历史数据与现场观测资料,系统论证海岸性质分类标准的中值粒径、黏粒含量、塑性指数等3大关键参数的分界阈值取值原则和方法,优化完善淤泥质-粉沙质海岸分类标准。结果表明,中值粒径≤0.03 mm、黏粒含量≥25%、塑性指数>17的海岸为淤泥质海岸;中值粒径>0.03~0.06 mm、黏粒含量15%~<25%、塑性指数>10~17的海岸为淤泥质与粉沙质过渡区海岸;中值粒径>0.06~0.10 mm、黏粒含量<15%、塑性指数≤10的海岸为粉沙质海岸;中值粒径>0.10 mm、黏粒含量几乎为0%的海岸为沙质海岸。

    Abstract:

    To further refine the classification criteria for muddy-silty coasts,we conduct the sedimentation-consolidation experiments on sediments with clay contents ranging from 10% to 30% on the basis of the projects of the 300,000-ton channel of Lianyungang Port.By integrating historical data with field observations,we systematically refine the methodological principle and methodologies for determining critical thresholds of three critical parameters in coastal classification criteria including specifically median grain size,clay content,and plasticity index,and optimize and improve the classification criteria for silt-sandy coasts.The results show that the coasts with median diameter less than or equal to 0.03 mm,clay content greater than or equal to 25%,and plasticity index greater than 17 are defined as the muddy coasts.The coasts with median diameter between 0.03 mm(not included) and 0.06 mm,clay content between 15% and 25%(not included),and plasticity index between 10(not included) and 17 are defined as transitional between muddy and silty coasts.The coasts with median diameter between 0.06 mm(not included) and 0.10 mm,clay content less than 15% and plasticity index less than or equal to 10 are defined as the silty coasts.The coasts with median diameter greater than 0.10 mm and clay content nearly 0% are defined as the sandy coast.

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刘 红.淤泥质-粉沙质海岸分类标准深入研究*[J].水运工程,2025(12):1-9.

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  • 在线发布日期: 2025-12-19
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