类均匀碎石密铺糙率试验研究
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Experimental study on densification roughness of homogeneous gravel
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    摘要:

    以往河工模型多采用卵石加糙,结合目前江河卵石禁采的生态环境保护前提和碎石加糙具有获取方便和糙率较大的特点,进行碎石阻力研究。采用统计分析的方法得到类均匀碎石颗粒的样本单元质量和多类碎石的平均等容粒径,进行床面密铺碎石、水泥砂浆壁面的明槽均匀流试验,采用河床、河岸阻力的水力半径分割法,分割出床面碎石糙率,从而得出类均匀碎石密铺糙率ns与平均等容粒径的关系。结果表明,提出的四级类均匀碎石颗粒的样本单元质量为1~2 kg,可根据颗粒大小取值;ns=0.013 9d1/6V

    Abstract:

    The pebble is often used in river model in the past. In view of the ecological environment protection of pebble prohibition and the characteristics of easy access and high roughness of gravel,we study the resistance of gravel. We obtain the representative element weight of homogeneous gravel particles and the average constant volume particle size of multiple types of gravel by statistical analysis method,carry out the experiment of the steady flow in open channel with the dense bed gravel and cement slurry wall,apply the river bed and bank resistance of hydraulic radius segmentation method,segment the bed rock surface roughness,and obtain the relationship of class evenly spread gravel dense roughness ns and average constant volume size .The results show that the representative element weight of four-grades homogeneous gravel is 1 kg to 2 kg,and the value can be determined according to the particle size;ns=0.013 91/6V.

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许光祥,刘添宇,牟小玉.类均匀碎石密铺糙率试验研究[J].水运工程,2021(1):37-41.

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  • 在线发布日期: 2021-01-08
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