生物碎屑砂运动特性研究进展

doi:10.11978/2023133

热带海洋学报 ›› 2024, Vol. 43 ›› Issue (4): 33-41.doi: 10.11978/2023133CSTR: 32234.14.2023133

生物碎屑砂运动特性研究进展

陈杰¹^,²^,³(), 边城¹, 蒋昌波¹^,²^,³, 姚震¹, 蒋超¹, 梁海¹

1.长沙理工大学水利与环境工程学院, 湖南长沙 410114
2.洞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
3.水沙科学与水灾害防治湖南省重点实验室, 湖南长沙 410114

收稿日期:2023-09-14 修回日期:2023-10-07 出版日期:2024-07-10 发布日期:2024-07-22
作者简介:
陈杰(1982-), 男, 教授, 博士, 主要从事海岸水沙动力过程及其数值模拟研究。email: chenjie166@163.com
基金资助:
国家自然科学基金项目(52271257); 湖南省杰出青年科学基金项目(2022JJ10047); 国家重点研发计划(2021YFB2601100)

Advances in the characterization of bioclastic sediment motion

CHEN Jie¹^,²^,³(), BIAN Cheng¹, JIANG Changbo¹^,²^,³, YAO Zhen¹, JIANG Chao¹, LIANG Hai¹

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

Received:2023-09-14 Revised:2023-10-07 Online:2024-07-10 Published:2024-07-22
Supported by:
National Natural Science Foundation of China(52271257); Natural Science Foundation of Hunan Province(2022JJ10047); National Key Research and Development Program of China(2021YFB2601100)

摘要/Abstract

摘要：

生物碎屑砂是海洋沉积物的重要组成部分, 运动特性是研究其沉积过程的关键。从生物碎屑砂的特性出发, 归纳出形状和内孔隙这2个对泥沙运动产生影响的主要特性。分别从沉降、起动和岸滩演变的实验研究出发, 剖析了生物碎屑砂特性对泥沙运动特性产生的影响。现有研究只探究了形状对单颗粒生物碎屑砂运动的影响, 缺乏对群颗粒运动的探讨。受限于研究手段, 缺少讨论内孔隙特性对生物碎屑砂运动产生的影响。未来应结合海洋水动力条件, 综合考虑生物碎屑砂形状和内孔隙特性, 开展生物碎屑砂运动特性研究, 量化生物碎屑砂特性产生的影响, 将成果运用于实际, 预测生物碎屑沉积环境中的岸滩地貌演变。

关键词: 生物碎屑砂, 生物碎屑砂特性, 泥沙沉降, 泥沙起动, 岸滩演变

Abstract:

Bioclastic sediments are an important part of marine sediments, and the motion characteristics are the key to study their depositional process. From the characteristics of bioclastic sediments, we summarize the two main characteristics of shape and internal pore space that affect sediment motion. From the experimental studies of settlement, inception and bank evolution, the influence of bioclastic sand properties on sediment motion characteristics was analyzed. Existing studies have only explored the effect of shape on the motion of single-particle bioclastic sediments and lacked the exploration of the motion of clusters of particles. Due to the limitation of the research tools, the influence of internal pore properties on the motion of bioclastic sediments was not discussed. In the future, we should take into account the shape of bioclastic sediments and internal porosity characteristics in the context of oceanic hydrodynamic conditions to characterize the motion of bioclastic sediments, to quantify the influence of the characteristics of bioclastic sediments, and to apply the results to the practical application in order to predict the evolution of the geomorphology of the shore and beach in the environment of bioclastic sedimentation.

Key words: bioclastic sediments, bioclastic sediment characterization, sediment settlement, incipient motion of sediment, beach evolution

陈杰, 边城, 蒋昌波, 姚震, 蒋超, 梁海. 生物碎屑砂运动特性研究进展[J]. 热带海洋学报, 2024, 43(4): 33-41.

CHEN Jie, BIAN Cheng, JIANG Changbo, YAO Zhen, JIANG Chao, LIANG Hai. Advances in the characterization of bioclastic sediment motion[J]. Journal of Tropical Oceanography, 2024, 43(4): 33-41.

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研究学者	试验溶液	生物碎屑砂粒径/mm	形状系数
Smith等(2003)	20℃水	0.279~8.544	/
Alcerreca-Huerta等(2013)	17℃水	0.07~2.00	/
Wang等(2018)	不同黏滞系数的甘油—水溶液	2.9~9.7	Wang形状系数
吴野等(2018)	不同黏滞系数的甘油—水溶液	2.9~9.7	Wadell形状系数
Li等(2020)	24℃水	1~7	Corey形状系数
Riazi等(2020)	20℃水	0.279~8.544	Corey形状系数
李佳徽(2021)	淡水和含盐3.5%盐水	0.5~3	/
金智涛等(2021)	分别在体积分数为33%的甘油溶液和水中	0.1~1	动力形状因子
Chen等(2022)	淡水和含盐3.5%盐水	0.5~5	Corey形状系数
蒋超等(2023)和陈杰等(2024)	不同黏滞系数的水	0.5~5	Corey形状系数和Wang形状系数
Slootman等(2023)	15~17℃水与浊流	0.001~2.36	Corey形状系数

研究学者	实验样品	样品获取区域	粒径/mm	水动力条件
Prager等(1996)	生物碎屑砂	巴哈马群岛	0.5~1.1	单向流
Paphitis等(2002)	凤尾贝和贻贝碎片	/	0.33~0.78	单向流
Smith等(2004)	生物碎屑砂	夏威夷瓦胡岛	0.2~1.13	单向流
曾成杰(2009)	生物碎屑砂	中国南海	0.52~0.92	水流、波浪、波流结合
Joshi等(2017)	生物碎屑砂	爱尔兰西部高威湾	2.0~7.8	单向流
Rieux等(2019)	贝壳碎片	法国圣米歇尔湾	0.715~4.075	单向流
Fick等(2020)	双壳类和腹足类贝壳	巴西圣卡塔琳娜州海岸	2.0~15.9	振荡流
Bian等(2023a, b)	生物碎屑砂	中国南海	0.58~4.5	单向流、振荡流

研究学者	实验样品	水动力变化参数	研究重点
宇多高明等(1992)	生物碎屑砂	水深、波浪参数	海平面上升对珊瑚岛形成机制的影响
Uda等(1995)	生物碎屑砂	水深、波浪参数	提出预测珊瑚砂岛剖面变化的模型
Kobayashi等(2008)	生物碎屑砂	波浪参数	不同尺寸的砂岛在波浪作用下的平衡岸滩形态形成规律
曾成杰(2009)	生物碎屑砂	水深、波浪参数	潮汐作用下的生物碎屑砂输运
Weill等(2013)	生物碎屑砂	水深	生物碎屑砂形状对于海滩和冲淤区泥沙分层中的作用
Masselink等(2020)	生物碎屑砂	水深、波浪参数	海平面上升影响下的生物碎屑砂岛剖面演变规律
Fick等(2021)	贝壳碎片	波浪参数	生物碎屑砂与石英砂岸滩在滩脊形态演化中的区别
YAO(2024)	生物碎屑砂	波浪参数	岸滩剖面演变与平衡岸滩

生物碎屑砂运动特性研究进展

Advances in the characterization of bioclastic sediment motion

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