Experimental determination of sediment transport capacity of rill flow over sandified loess slope

被引:8
作者
Feng, Ren [1 ,2 ]
Chen, Jiacun [1 ,2 ]
Xie, Zhenyue [1 ,2 ]
Li, Dingqiang [1 ,2 ]
Yuan, Zaijian [1 ,2 ,3 ]
机构
[1] Guangdong Acad Sci, Inst Ecoenvironm & Soil Sci, Guangdong Key Lab Integrated Agroenvironm Pollut C, Natl Reg Joint Engn Res Ctr Soil Pollut Control &, Guangzhou 510650, Peoples R China
[2] Meizhou Int Inst Soil & Water Conservat, Meizhou 514000, Peoples R China
[3] Guangdong Acad Sci, Inst Ecoenvironm & Soil Sci, Guangzhou 510650, Peoples R China
关键词
Sand intrusion; Loess soil; Rill flow; Transport capacity; EROSION CRISSCROSS REGION; UNIT STREAM POWER; WATER EROSION; SOIL-EROSION; OVERLAND-FLOW; CONCENTRATED FLOW; SIZE-SELECTIVITY; WIND EROSION; YELLOW-RIVER; MODEL;
D O I
10.1016/j.iswcr.2022.11.003
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Rill erosion is affected by the sand particle content in soil, especially in the wind and water erosion transition region of the Loess Plateau. The sediment transport capacity (STC) is a key parameter in rill erosion research, assessing the impact of aeolian sand intrusion on the STC of rill flow is of importance for a better understanding of rill erosion. This study aimed to assess the effect of aeolian sand intrusion on the STC on sandified loess slopes, with typical slopes and flow discharges, using a flume system which consisting of a sediment-feeding and a sediment-supply/settlement flume. The sediment feeding flume was jointed by 10 degrees higher than that of the sediment measurement flume section. Three flow discharges (2, 4, and 8 L min -1) and four slope gradients (5 degrees, 10 degrees, 15 degrees, and 25 degrees) were used to represent the natural hydrological conditions under three intrusion rates (SIR) of aeolian sands (10%, 20%, and 50%). The results show that STC increased with slope gradient and flow discharge, and the relationship between the STC and the SIR was significantly affected by the slope gradient; the STCs decreased with the SIR on a slope of 5 degrees but increased with the SIR on steep slopes of 15 degrees-25 degrees, implying a significant impact of slope gradient on the relationship between SIR and STC. The SIR of 50% resulted in the highest sediment concentration nearly 1200 kg m-3 on slopes of 25 degrees. On sandified loess slopes of 10%, 20%, and 50% SIR, the STC were about 30%, 46%, and 57% higher than on loess slopes, indicating an increased erosion rate by sand particle intrusion into loess soil. These results highlight the impact of sand intrusion on STC of rill flow and provide deeper insights into the soil loss process on the sandified loess slope.(c) 2023 International Research and Training Center on Erosion and Sedimentation, China Water and Power Press, and China Institute of Water Resources and Hydropower Research. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd. This is an open access article under the CC BY -NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:301 / 310
页数:10
相关论文
共 81 条
[1]   A sediment transport equation for interrill overland flow on rough surfaces [J].
Abrahams, AD ;
Li, G ;
Krishnan, C ;
Atkinson, JF .
EARTH SURFACE PROCESSES AND LANDFORMS, 2001, 26 (13) :1443-1459
[2]   Effect of hydraulic parameters on sediment transport capacity in overland flow over erodible beds [J].
Ali, M. ;
Sterk, G. ;
Seeger, M. ;
Boersema, M. ;
Peters, P. .
HYDROLOGY AND EARTH SYSTEM SCIENCES, 2012, 16 (02) :591-601
[3]   A unit stream power based sediment transport function for overland flow [J].
Ali, Mazhar ;
Seeger, Manuel ;
Sterk, Geert ;
Moore, Demie .
CATENA, 2013, 101 :197-204
[4]   Interrill soil erosion processes and their interaction on low slopes [J].
Asadi, H. ;
Gnadiri, H. ;
Rose, C. W. ;
Rouhipour, H. .
EARTH SURFACE PROCESSES AND LANDFORMS, 2007, 32 (05) :711-724
[5]   Flow-driven soil erosion processes and the size selectivity of sediment [J].
Asadi, H. ;
Moussavi, A. ;
Ghadiri, H. ;
Rose, C. W. .
JOURNAL OF HYDROLOGY, 2011, 406 (1-2) :73-81
[6]   Effect of stone content on water flow velocity over Loess slope: non-frozen soil [J].
Ban, Yunyun ;
Lei, Tingwu ;
Gao, Yuan ;
Qu, Liqin .
JOURNAL OF HYDROLOGY, 2017, 549 :525-533
[7]   Global desertification: Drivers and feedbacks [J].
D'Odorico, Paolo ;
Bhattachan, Abinash ;
Davis, Kyle F. ;
Ravi, Sujith ;
Runyan, Christiane W. .
ADVANCES IN WATER RESOURCES, 2013, 51 :326-344
[8]  
DeRoo APJ, 1996, HYDROL PROCESS, V10, P1107, DOI 10.1002/(SICI)1099-1085(199608)10:8<1107::AID-HYP415>3.0.CO
[9]  
2-4
[10]   Flow resistance equation for rills [J].
Di Stefano, Costanza ;
Ferro, Vito ;
Palmeri, Vincenzo ;
Pampalone, Vincenzo .
HYDROLOGICAL PROCESSES, 2017, 31 (15) :2793-2801