长沙理工大学学报(自然科学版)
恒定流作用下珊瑚砂输运特性试验研究
作者:
作者单位:

(1.长沙理工大学 水利与环境工程学院,湖南 长沙 410114;2.长沙理工大学 水沙科学与水灾害防治湖南省重点实验室,湖南 长沙 410114;3.长沙理工大学 洞庭湖水环境治理与生态修复湖南省重点实验室,湖南 长沙 410114)

作者简介:

通讯作者:

陈杰(1982—)(ORCID:0000-0002-9930-0323),男,教授,主要从事海岸防灾减灾方面的研究。 E-mail: chenjie166@163.com

中图分类号:

TV148

基金项目:

国家重点研发计划(2021YFB2601100);国家自然科学基金重点项目(51839002);国家自然科学基金面上项目(52271257);湖南省杰出青年科学基金项目(2022JJ10047)


Experimental study on coral sand transport by constant flow
Author:
Affiliation:

(1. School of Hydraulic and Environmental Engineering, Changsha University of Science & Technology, Changsha 410114,China;2. Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of Hunan Province, Changsha University of Science & Technology, Changsha 410114, China;3. Key Laboratory of Dongting Lake Aquatic Eco-Environmental Control and Restoration of Hunan Province, Changsha University of Science & Technology, Changsha 410114, China)

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    摘要:

    【目的】针对现有对珊瑚砂起动和输运研究的不足,基于室内水槽试验,研究了恒定流作用下珊瑚砂的起动规律和输运特性。【方法】利用电子显微镜对珊瑚砂颗粒进行观测,确定了珊瑚砂中轴长度与筛分粒径之间的关系;利用现代化测量技术测得了珊瑚砂起动流速和输沙率。【结果】与经典的石英砂起动流速及输沙率计算公式进行了比较分析,并修正了经验公式,使其适用于珊瑚砂起动流速的计算。【结论】由于珊瑚砂的形状极不规则,相比筛分粒径相同的石英砂,珊瑚砂的起动流速更小,珊瑚砂单宽推移质输沙率随水深的增加而显著减小。研究成果丰富了泥沙输运理论。

    Abstract:

    [Purposes] Due to insufficient research on the incipient velocity and sediment transport of coral sands,interior flume experiment was carried out to study the laws of incipient motion and transport properties of coral sands under the constant flow. [Methods] The relationship between the shaft length and the sieving particle size of the coral sand was determined by using electron microscopy, and the starting flow rate and sand transport rate of coral sand were measured by modern measurement technology. [Findings] The classic quartz sand incipient velocity formula and sediment transport rate formula are compared and analyzed, and the empirical formula is revised, which makes it suitable for calculating coral sand incipient velocity. [Conclusions] The coral sand is characterized by high porosity and poor psephicity. Compared with quartz sand of the same sieving particle size, the incipient velocity of coral sand is slower. As the water depth increases, the sediment transport rate of coral sand with a single wide bed load decreases significantly. The results of this study further enrich the sediment transport theory.

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陈杰,罗元拼,蒋昌波,等.恒定流作用下珊瑚砂输运特性试验研究[J].长沙理工大学学报(自然科学版),2023,20(4):11-19.
CHEN Jie, LUO Yuanpin, JIANG Changbo, et al. Experimental study on coral sand transport by constant flow[J]. Journal of Changsha University of Science & Technology (Natural Science),2023,20(4):11-19.

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  • 收稿日期:2022-04-05
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  • 在线发布日期: 2023-09-26
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