Study on the critical velocity of sediment incipient motion in saline water based on Hangzhou Bay field investigation

IF 3.4 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES
Jun Zhang , Yingbiao Shi , Guojian He
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引用次数: 0

Abstract

The critical condition of sediment incipient motion (SIM) is one of the most pivotal and fundamental topics for the mechanics of sediment transport in offshore areas. The flocculation of fine sediment exerts a complex influence on SIM, particularly in bay areas where the water salinity varies. This paper analyzes data measured in Hangzhou Bay with 50 observation points from 2005 to 2019. The objective is to ascertain the effect of salinity on the critical velocity of SIM (uc), figure out the calculation error of traditional equations for uc in saline water and improve the calculation accuracy of uc. Results indicate that the calculation error rate of traditional uc equations escalates with the increased clay content of bottom sediment and water salinity. An improved uc equation in saline water environment is constructed with the consideration of clay content and salinity based on a traditional equation. The improved equation is fitted through measured data and validated with the experimental data. The accuracy of the improved equation significantly increases compared to traditional equations in the area with clay content over 15% and salinity over 12‰.
基于杭州湾野外调查的咸水泥沙起沙临界速度研究
泥沙起动临界条件是近岸海域输沙力学中最关键、最基础的问题之一。细粒沉积物的絮凝作用对模拟模拟具有复杂的影响,特别是在海水盐度变化较大的海湾地区。本文对杭州湾50个观测点2005 - 2019年的实测数据进行了分析。目的是确定盐度对SIM (uc)临界速度的影响,找出传统盐水中uc方程的计算误差,提高uc的计算精度。结果表明,传统uc方程的计算错误率随着底泥粘土含量和水盐度的增加而增大。在传统方程的基础上,考虑粘土含量和矿化度,建立了盐碱水环境下的改进uc方程。用实测数据拟合了改进的方程,并用实验数据进行了验证。在粘土含量大于15%、矿化度大于12‰的地区,改进后的方程与传统方程相比精度显著提高。
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来源期刊
International Journal of Sediment Research
International Journal of Sediment Research 环境科学-环境科学
CiteScore
6.90
自引率
5.60%
发文量
88
审稿时长
74 days
期刊介绍: International Journal of Sediment Research, the Official Journal of The International Research and Training Center on Erosion and Sedimentation and The World Association for Sedimentation and Erosion Research, publishes scientific and technical papers on all aspects of erosion and sedimentation interpreted in its widest sense. The subject matter is to include not only the mechanics of sediment transport and fluvial processes, but also what is related to geography, geomorphology, soil erosion, watershed management, sedimentology, environmental and ecological impacts of sedimentation, social and economical effects of sedimentation and its assessment, etc. Special attention is paid to engineering problems related to sedimentation and erosion.
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