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投稿时间:2022-09-21 修订日期:2022-12-13
投稿时间:2022-09-21 修订日期:2022-12-13
中文摘要: 旋流排沙渠道是基于旋转水流强挟带能力的特点提出的一种渠道水沙分离新技术,为了明晰其水沙特性,在试验研究的基础上,采用Realizable k-ε模型、VOF法及离散相模型,对旋流排沙渠道内的水沙两相流特性进行了数值模拟,通过与模型试验成果的对比确定了不同粒径泥沙的球度,研究了持续来沙条件下旋流排沙渠道的排沙效果,分析了渠道和排沙洞内泥沙的分布规律。结果表明:不同粒径泥沙的球度介于0.2~1.0之间时,在渠道顶部局部来沙条件下旋流排沙渠道对粒径为0.075~3.000 mm泥沙的计算截沙率与试验值吻合良好,二者的相对误差仅为3.5 %,误差主要来源于0.075~0.160 mm的极细颗粒泥沙;当上游渠道水流进口来沙质量流量为60 g/s时,渠底高含沙水流由起旋室的分流,渠道含沙量迅速降低,起旋室前部和后部渠底水流含沙量分别为44 kg/m3和0.07 kg/m3;排沙洞内的旋转水流对泥沙的挟带作用明显,在强离心作用下泥沙主要分布在排沙洞近壁面,最大泥沙含量约为200 kg/m3;在持续来沙条件下旋流排沙渠道对粒径为0.075~3.000 mm泥沙的截沙率为95.98 %,仅少量极细泥沙以悬移质形式进入下游渠道,渠道和排沙洞内无大量的泥沙淤积,表明旋流排沙渠道是一种可实现高效且连续排沙的水沙分离技术。本成果可为旋流排沙渠道在工程中的应用和水沙特性的研究提供有益参考。
Abstract:The desilting channel with a swirling flow is a new technology for separating water and sediment in the channel, which is proposed based on the strong carrying capacity of the swirling flow. To clarify its water-sediment characteristics, the water and sediment two-phase flow in the desilting channel are simulated with realizable k-ε model, VOF method and discrete phase model based on the experimental test. The shape factors of the sediment with different particle sizes are determined by comparison with the model test results. The sediment discharge effect of the desilting channel under the condition of continuous sediment inflow is studied, and the sediment movement characteristics in the channel and sediment transport pipe are analyzed. The results show that, when the shape factors of sediment with different particle sizes is between 0.2 and 1.0, the simulated sediment trapping efficiency of sediment with particle size of 0.075~3.000 mm in the desilting channel with a swirling flow is in good agreement with the experimental value under the condition of local inflow of sediment from the top of the channel. The relative error is only 3.5 % between them, which mainly comes from 0.075~0.160 mm of fine sediment particle size. When the sediment is imported continuously from the upstream channels at a mass flow rate of 60 g/s, the sediment content of the channel decreases rapidly because of the diversion of the swirling flow generator for the hyperconcentrated flow at the bottom of the channel. The sediment content of the channel bottom flow before and after the swirling flow generator is 44 kg/m3 and 0.07 kg/m3 respectively. The swirling flow in the sediment transport pipe has obvious sediment carrying effect, and the sediment is mainly distributed near the wall of the sediment transport pipe under the strong centrifugal action of the swirling flow, where the maximum sediment content is about 200kg/m3. Under the condition of continuous sediment inflow, the sediment trapping efficiency of the desilting channel with a swirling flow is 95.98 % for the particle size of 0.075~3.000 mm. Only a small amount of fine sediment enters the downstream channel in the form of suspended matter, and there is no large amount of sediment deposition in the channel and the sediment transport pipe, which indicates that the desilting channel with a swirling flow is a kind of water and sediment separation technology with high efficiency and continuity. The results can provide a useful reference for the application of desilting channel with a swirling flow in engineering, as well as the study of water and sediment characteristics.
keywords: desilting channel with a swirling flow characteristics of water and sediment numerical simulation discrete phase model sediment trapping efficiency
文章编号:202201024 中图分类号:TV91 文献标志码:
基金项目:国家自然科学基金:基于水资源高效利用的旋流排沙渠道内旋转水流特性及其泥沙输移机理研究(52069011)
作者 | 单位 | 邮编 |
南军虎 | 兰州理工大学 能源与动力工程学院 | 730050 |
马康宁 | 兰州理工大学 能源与动力工程学院 | |
汪超群 | 兰州理工大学 能源与动力工程学院 | |
李伟 | 兰州理工大学 能源与动力工程学院 | |
陶然 | 兰州理工大学 能源与动力工程学院 | |
代江龙 | 兰州理工大学 能源与动力工程学院 |
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