PDF Download

[1]ZHANG Wei,YANG Mingyi,ZHANG Fengbao,et al.Profile Distribution of Particle Size of Sediment at a Check Dam in a Small Watershed of the Loess Plateau[J].Research of Soil and Water Conservation,2015,22(02):17-21.

Copy

Profile Distribution of Particle Size of Sediment at a Check Dam in a Small Watershed of the Loess Plateau

Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume: 22 Number of periods: 2015 02 Page number: 17-21 Column: Public date: 2015-04-28

Title:: Profile Distribution of Particle Size of Sediment at a Check Dam in a Small Watershed of the Loess Plateau

Author(s):: ZHANG Wei¹, YANG Mingyi^1,2, ZHANG Fengbao^1,2, ZHANG Jiaqiong¹, ZHAO Tianyin¹; 1. Institute of Soil and Water Conservation, Northwest A & F University, Yangling, Shaanxi 712100, China;
2. Institute of Soil and Water Conservation, Chinese Academy of Sciences and Ministry of Water Resources, Yangling, Shaanxi 712100, China

Keywords:: soil erosion; cycle of sedimentation; particle size; check dam; Loess Plateau

CLC:: S157

DOI:: -

Abstract:: The sediment is an important medium for retrieval of the soil erosion characteristics, which indicates the important information about the environmental processes in relation to soil erosion and deposition. We analyzed the variation of the different components，percentages and the characteristics of particle sizes, which were sampled from a 11.66 m depth soil profile in the typical check dam on the Loess Plateau. The result showed that:1)the deposition sediment mainly contains coarse silt(0.25～1 mm) with the average content of 53.61%, and the coefficient of variation was minimum; 2) sand(0.25～1 mm) was found only in a few layers, indicating the heavy rain in watershed; 3) there was an accumulated cultivated layer at the depth of 0—67 cm in the profile, which had indicative role for special time; 4) there was a turning point(600 cm) in the profile, which can be used to measure the effect of the water and sediment conditions and channel gradient, and had an indicative role for the sediment erosion environment of check dam.

References:: [1] 冉大川,李占斌,罗全华,等.黄河中游淤地坝工程可持续减沙途径分析[J].水土保持研究,2013,20(3):1-5.
[2] 李莉,李聚方,孙维营,等.韭园沟流域典型淤地坝淤粗排细作用研究[J].中国水土保持,2010(9):54-55.
[3] 刘宝元,刘瑛娜,张科利,等.中国水土保持措施分类[J].水土保持学报,2013,27(2):80-84.
[4] 冉大川,张志萍,罗全华,等.大理河流域1970-2002年水保措施减洪减沙效益深化分析[J].水土保持研究,2011,18(1):17-23.
[5] 李勉,杨剑锋,侯建才,等.黄土丘陵区小流域淤地坝记录的泥沙沉积过程研究[J].农业工程学报,2008,24(2):64-69.
[6] Zhang X B, Wen Z M, Feng M Y, et al. Application of ¹³⁷Cs fingerprinting technique to interpreting sediment production records from reservoir deposits in a small catchment of the Hilly Loess Plateau, China[J]. Science in China Series D:Earth Sciences,2007,50(2):254-260.
[7] 魏霞,李占斌,李勋贵,等.淤地坝坝地淤积与侵蚀性降雨的灰色关联分析[J].安全与环境学报,2007,7(2):101-104.
[8] 薛凯,杨明义,张风宝,等.利用淤地坝泥沙沉积旋廻反演小流域侵蚀历史[J].核农学报,2011,25(1):115-120.
[9] Zhang X, Walling D E, Yang Q, et al. ¹³⁷Cs budget during the period of 1960s in a small drainage basin on the Loess Plateau of China[J]. Journal of Environmental Radioactivity,2006,86(1):78-91.
[10] 张风宝,薛凯,杨明义,等.坝地沉积旋回泥沙养分变化及其对小流域泥沙来源的解释[J].农业工程学报,2012,28(20):143-149.
[11] 李勋贵,李占斌,魏霞.黄土高原淤地坝坝地淤积物两个重要物理特性指标研究[J].水土保持研究,2007,14(2):218-220.
[12] Zhao P, Shao M, Omran W, et al. A modified model for estimating the full description of soil particle size distribution[J]. Canadian Journal of Soil Science, 2013,93(1):65-72.
[13] Wei J, Zhou J, Tian J, et al. Decoupling soil erosion and human activities on the Chinese Loess Plateau in the 20th century[J]. Catena,2006,68(1):10-15.
[14] 曹樱子,王小丹.藏北高寒草原土壤粒径分布分形维数特征[J].山地学报,2014(4):438-443.
[15] 周银军,陈立,刘同宦.分形理论在泥沙研究中的应用概述[J].泥沙研究,2012(2):73-80.
[16] 李占斌.黄土地区小流域次暴雨侵蚀产沙研究[J].西安理工大学学报,1996,12(3):177-183.
[17] 毕慈芬,左仲国,冉大川,等.黄河中游淤地坝淤积泥沙级配组成分析[J].人民黄河,2011,33(1):90-92.
[18] 张汉雄.黄土高原的暴雨特性及其分布规律[J].地理学报,1983,38(4):416-425.
[19] 刘鹏,岳大鹏,李奎.陕北黄土洼淤地坝粗颗粒沉积与暴雨关系探究[J].水土保持学报,2014,28(1):79-83.
[20] 弥智娟,穆兴民,赵广举.黄土高原水蚀风蚀交错区小流域泥沙粒径的分形分析[J].水土保持研究,2014,21(1):12-17.

Similar References:

Memo

Last Update: 1900-01-01