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作 者:吴彰松[1,2] 张根广[1] 寇潭 高远[1] 李林林[1]
机构地区:[1]西北农林科技大学水利与建筑工程学院,陕西杨凌712100 [2]云南水利水电建设工程技术开发有限公司,昆明650021 [3]渭南市东雷二期抽黄工程管理局,陕西渭南714000
出 处:《长江科学院院报》2017年第7期7-11,共5页Journal of Changjiang River Scientific Research Institute
基 金:国家自然科学基金项目(51279170)
摘 要:为充分考虑泥沙起动的随机性,基于相对暴露度概率密度分布,结合瞬时水流流速及床面泥沙颗粒排列的随机特性,并采用泥沙滚动起动模型,建立了适用于散粒体及黏性细沙统一起动流速公式。通过与实测资料及经典的泥沙起动公式比较发现,本文公式计算值与实测资料吻合更好,验证了该公式在预测散粒体及黏性细沙起动流速的可靠性和优越性。In order to fully reflect the randomness of sediment,s incipient movement, we deduced a formula of in-cipient velocity suitable for both coarse and fine grains by using a sediment rolling initiation model based on the probability density distribution of dimensionless exposure degree of the grains. The stochastic characteristics of in-stantaneous flow velocity and sediment particle arrangement on a bed surface were also considered in this paper. Then, the incipient velocities calculated by the proposed formula were compared with measured data and those by several classical incipient velocity formulae. The results show that the incipient velocities calculated by the proposed formula are in more agreement with the measured data than those calculated by the classical formulae. Therefore, the proposed formula,s reliability and superiority in predicting incipient movement of coarse and fine sediment are testified.
分 类 号:TV142.1[水利工程—水力学及河流动力学]
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