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Injection effects on sediment transport in closed-conduit flows

机译:注入对封闭管道中泥沙输送的影响

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摘要

Experiments were conducted to investigate injection effects on sediment transport in closed-conduit flows. The results show that the sediment transport rate essentially remains unchanged when the ratio of the injection velocity and that at boiling, Vi/Vcr \u3c 10. However, significant sediment transport rate is observed when Vi/Vcr increases beyond this limit. In the literature, three semi-empirical models have been developed to relate seepage effects on the sediment transport rate. The experimentally measured data in the pre- and post-boiling condition (Liu and Chiew 2014, and the present study, respectively) are compared with these models. The results show that the models of Francalanci et al. (2008) and Nielsen et al. (2001) perform poorly in predicting injection effects on the sediment transport. Although Yang\u27s (2013) model could reasonably predict the influence of injection on the sediment transport rate in the post-boiling condition, it similarly fails when applied to the pre-boiling condition.
机译:进行实验以研究注入对封闭管道流中泥沙输送的影响。结果表明,当注入速度与沸腾速度之比Vi / Vcr≥10时,沉积物的输运速度基本保持不变。但是,当Vi / Vcr超过此限制时,观察到显着的沉积物输运速度。在文献中,已经开发了三个半经验模型来将渗流效应与沉积物的传输速率联系起来。将在沸腾前后的实验测量数据(分别为Liu和Chiew 2014,以及本研究)与这些模型进行了比较。结果表明Francalanci等人的模型。 (2008年)和Nielsen等人。 (2001年)在预测注入对沉积物传输的影响方面表现不佳。尽管Yang \ u27s(2013)模型可以在沸腾后的条件下合理预测注入对沉积物迁移速率的影响,但在沸腾前的条件下同样失败。

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