Modeling study on the time-varying process of sediment trapping in vegetative filter strips

被引:7
|
作者
Luo, Mingjie [1 ]
Pan, Chengzhong [2 ]
Liu, Chunlei [3 ]
机构
[1] Beijing Normal Univ, Beijing Key Lab Urban Hydrol Cycle & Spogge City, Coll Water Sci, 19 Xinjiekouwai St, Beijing 100875, Peoples R China
[2] Beijing Normal Univ, Coll Water Sci, Key Lab Water Sediment Sci Coll, 19 Xinjiekouwai St, Beijing 100875, Peoples R China
[3] Beijing Normal Univ, Coll Water Sci, 19 Xinjiekouwai St, Beijing 100875, Peoples R China
基金
中国国家自然科学基金;
关键词
Vegetative filter strips; Sediment trapping process; Time-varying model; Uncertainty estimation; Dynamic model; LOESS PLATEAU; SOIL-EROSION; RAINFALL INTENSITY; SURFACE-ROUGHNESS; SLOPE GRADIENT; UNCERTAINTY; RUNOFF; GLUE; TRANSPORT; EQUIFINALITY;
D O I
10.1016/j.scitotenv.2020.138361
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Vegetative filter strips (VFS) play an important role in reducing erosion, retaining runoff, and trapping sediment. The bed surface of a VFS is dynamic during continuous sediment deposition, which makes it difficult to determine the sediment transport capacity of overland flow in real time. This study described this process from a systematic perspective. Based on self-feedback theory, an ordinary differential equation was established with a selfinhibition correction factor and its analytical solution was obtained. A sediment-trapping-process model of VFS (STPMOD-VFS) was proposed. Then, the sediment trapping processes of three experiments under different conditionswere predicted using the STPMOD-VFS, and the predictionwas considered highly satisfactory. The uncertainty estimation results showed the STPMOD-VFS had significant 'equifinality' performance. The sensitivity of different parameters of the STPMOD-VFS was found significantly different. The parameters related to the sediment delivery rate of silt-laden inflow and those that control the attenuation coefficients of the instantaneous sediment trapping efficiency of the VFS were sensitive, while those parameters that control the initial sediment outflow rate were less sensitive. Finally, an equation describing the sediment trapping process by a VFS under a dynamic sediment inflow rate was built and solved, and a general expression for the VFS sediment trapping time-varying process was given. The findings of this study could help in evaluation of sediment processes on grassed hillslopes. (C) 2020 Elsevier B.V. All rights reserved.
引用
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页数:10
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