夏季温度升高对浅水湖泊界面处沉积物性质的影响
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1.南京林业大学生态与环境学院;2.南京高科建设发展有限公司;3.江苏大学环境与安全工程学院;4.中国科学院南京地理与湖泊研究所

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国家自然科学基金(52209102, U2240208);江苏省双创博士(JSSCBS20211393); 江苏省科技创新项目(BK20220043);江苏省“碳达峰碳中和”科技创新专项资金项目(BE2022805)


The Effect of Temperature Rise in Summer on Sediment Properties at the Sediment-Water Interface of Shallow Lakes
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1.College of Ecology and the Environment,Nanjing Forestry University;2.School of the Environment and Safety Engineering,Jiangsu University;3.State Key Laboratory of Lake Science and Environment, Nanjing Institute of Geography and Limnology, Chinese Academy of Sciences

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    摘要:

    近年来,夏季高温热浪事件频繁出现,改变了浅水湖泊沉积物性质。由于界面处沉积物具有独特的结构特性,可直接影响湖泊生态健康。结合高温前、后滆湖原位采样和室内模拟实验,旨在探明温度对界面处沉积物结构性质的影响。首先,采样结果发现高温导致湖泊沉积物密度、屈服应力降低,促使浮泥(密度< 1.25 g/cm3)的形成。其次,模拟实验也呈现相同趋势。随着温度从25℃升高至35℃,界面处沉积物密度呈指数型下降趋势,由1.244 g/cm3降低至1.229 g/cm3。同时,粒径分布结果表明,温度升高导致沉积物的中值粒径从最初的17.22 μm增加至21.16 μm,可促使沉积物颗粒物絮凝和团聚。胞外聚合物中多糖/蛋白比值升高也表明温度升高会导致沉积物稳定性下降。此外,沉积物屈服应力与临界剪切应力随温度升高呈指数衰减趋势,且温度阈值为29℃。综上,本研究表明高温会导致沉积物结构的疏松多孔性增加,且当温度高于29℃时,沉积物更容易发生起动、悬浮。本研究加深了温度升高对沉积物性质影响的认识,阐明了高温条件下浮泥特征变化与其再悬浮潜力的响应关系,为沉积物的修复治理提供了数据支持。

    Abstract:

    In recent years, summer heatwaves continued to occur in summer and influenced sediment properties in shallow lakes. The sediments located at the sediment-water interface (SWI) directly impact the lakes ecological health, due to its unique structural characteristics. In order to investigate the temperature effect on sediment structural properties, this study conducted sampling in Lake Gehu before and after high temperature, complemented by indoor simulation experiments. Firstly, sampling results indicated that elevated temperatures induce a decline in the density and yield stress of lake sediments, promoting the formation of fluid sediments (density < 1.25 g/cm3). Secondly, the simulation experiment also showed the same trend. As the temperature rose from 25 ℃ to 35 ℃, the density of sediments at the SWI displayed an exponentially decreasing trend from 1.244 g/cm3 to 1.229 g/cm3. Meanwhile, the increase in temperature led an increase of the sediment median size from the initial 17.22 μm to 21.16 μm, resulting in the flocculation and aggregation of sediment particles. Additionally, increasing temperatures resulted in a higher polysaccharide/protein ratio in extracellular polymeric substances (EPSs), which decreased the stability of sediments. Rheological tests and calculation of critical shear stress showed that the yield stress and critical shear stress of sediments exponentially decreased with increasing temperature. Overall, this study demonstrated that high temperatures can lead a loose and porous sediment structures with a threshold at 29 ℃, which can cause sediment particle resuspension and suspension. Overall, this study has deepened the understanding of the impact of rising temperatures on sediment properties, elucidated the response dynamics of fluid mud characteristics to its resuspension potential under elevated temperature conditions. It has provided an in-depth understanding of the characteristics of fluid sediments and their potential for resuspension.

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  • 收稿日期:2024-09-24
  • 最后修改日期:2025-07-03
  • 录用日期:2024-12-17
  • 在线发布日期: 2025-06-16
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