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[1]GU Guanghe,WANG Yansong,ZHONG Yunfei,et al.Development Characteristics of Gullies in Rolling Hilly Regions in Northeast of China[J].Research of Soil and Water Conservation,2015,22(02):47-51,57.

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Development Characteristics of Gullies in Rolling Hilly Regions in Northeast of China

Research of Soil and Water Conservation[ISSN 1005-3409/CN 61-1272/P] Volume: 22 Number of periods: 2015 02 Page number: 47-51,57 Column: Public date: 2015-04-28

Title:: Development Characteristics of Gullies in Rolling Hilly Regions in Northeast of China

Author(s):: GU Guanghe¹, WANG Yansong², ZHONG Yunfei², LIU Jianxiang², FAN Haoming¹, LIU Liquan³; 1. College of Water Conservancy, Shenyang Agricultural University, Shenyang 110866, China;
2. Songliao Water Resources Commission, Changchun 130000, China;
3. Liaoning Bureau of Soil and Water Conservation, Shenyang 110003, China

Keywords:: rolling hilly regions in northeast of China; gully; factors; development characteristics

CLC:: S157.1

DOI:: -

Abstract:: Rolling hilly region in northeast of China is located in the center of the black soil area where gullies are ubiquitous. We examined gully development characteristics and factors affecting its development by 3S technology, computing rainfall erosivity, slopegradient and slope length. The results show that 75.11 percent of gullies in this area are at early or middle development stage and they have great developmental potential dangers. The intensity of erosion gully development in the study area has significant regional differences, the gully densities in the south and north of study area are 0.3， 0.06 km/km², respectively. The differences of terrain, freezing-thaw duration and temperature are the main reasons that caused rainfall erosivity, which has significant impacts on gully development in the northern, less impacts on gully development in the southern. Slope gradient and slope length have positive correlations in the study area, slope in the northern area is small and it has positive correlations with gully density, slope in the southern area is big and it has negative correlations with gully density, topographic factors in the northern and southern areas have positive and negative correlations with gully densities, respectively; with the growth of slope length, the gully density increases firstly and then decreases, the critical slope length is 900 m.

References:: [1] 伍永秋,刘宝元切沟.切沟侵蚀与预报[J].应用基础与工程科学学报,2000,2(8):134-142.
[2] 许晓鸿,代全厚.吉林省中东部低山丘陵区沟蚀成因分析及防治[J].吉林水利,1998,4(1):34-35.
[3] 刘元保.黄土高原坡面沟蚀的危害及其发生发展规律[D].陕西杨陵:中国科学院西北水土保持研究所,1984.
[4] Govers G. Relations between discharge,velocity,and flow area for rill eroding loss,non-layered material[J]. Earth Surface Processes and Landforms,1992,17(2):515-528.
[5] Foster G R,Huggins L F,Meyer L D.A laboratory study of rill hydraulics:I. velocity relationships[J]. American Society of Agricultural Engineers,1984,27(3):790-796.
[6] Wirtz S,Seeger M,Ries J B. Field experiments for understanding and quantification of rill erosion processes[J]. Catena,2012,91(S1):21-34.
[7] 胡刚,伍永秋,刘宝元,等.东北漫岗黑土区切沟侵蚀发育特征[J].地理学报,2007,162(11):1165-1173.
[8] 杜国明,雷国平,宗晓丹.东北典型黑土漫岗区切沟侵蚀空间格局分析[J].水土保持研究,2011,18(2):94-98.
[9] 孙玉柱,郑粉莉,张姣.基于LIDAR和GIS技术的坡面侵蚀沟空间发育分析[J].水土保持研究,2014,21(3):20-24.
[10] Vrieling A,Rodrigues S C,Bartholomeus H,et al. Automatic identification of erosion gullies with ASTER imagery in the Brazilian Cerrados[J]. International Journal of Remote Sensing,2007,28(12):2723-2738.
[11] J. A. Martl’nez-Casasnovas. A spatial information technology approach for the mapping and quantification of gully erosion[J]. Catena,2003,12(50):293-308.
[12] 闫业超,张树文,李晓燕,等.黑龙江克拜黑土区50多年来侵蚀沟时空变化[J].地理学报,2005,60(6):1015-1020.
[13] 范昊明,顾广贺,王岩松,等.东北黑土区侵蚀沟发育与环境特征[J].中国水土保持,2013,10:75-79.
[14] 阎百兴,杨育红,刘兴土.东北黑土区土壤侵蚀现状与演变趋势[J].中国水土保持,2008(12):26-30.
[15] 范昊明,王铁良,蔡强国,等.东北黑土漫岗区侵蚀沟发展模式研究[J].水土保持研究,2007,14(6):328-330.
[16] 张永光,伍永秋,刘洪鹄,等.东北漫岗黑土区地形因子对浅沟侵蚀的影响分析[J].水土保持学报,2007,21(1):35-38.
[17] 胡刚,伍永秋,刘宝元,等.东北漫川漫岗黑土区浅沟和切沟发生的地貌临界模型探讨[J].地理科学,2006,26(4):4449-4454.
[18] 杨勤科,郭伟玲,张宏鸣,等.基于GIS和DEM的流域坡度坡长因子计算方法初报[J].水土保持通报,2010,30(2):203-206.
[19] 张宏鸣,杨勤科,李锐,等.流域分布式侵蚀学坡长的估算方法研究[J].水利学报,2012,43(4):437-443.
[20] 谢云,章文波,刘宝元.侵蚀性降雨标准研究[J].水土保持学报,2000,14(4):6-11.
[21] 张旭,顾广贺,范昊明,等.东北黑土区降雨侵蚀力与侵蚀沟发育关系研究[J].沈阳农业大学学报,2014,45(2):249-252.
[22] 章文波,谢云,刘宝元.利用日雨量计算降雨侵蚀力的方法研究[J].地理科学,2002,22(6):705-711.
[23] 刘艳,王东梅.我国降雨侵蚀力计算方法研究进展[J].水土保持应用技术,2007,3(5):45-47.
[24] 郭明航,杨勤科,王春梅.中国主要水蚀典型区侵蚀地形特征分析[J].农业工程学报,2013,29(13):81-89.
[25] 胡世雄,靳长兴.坡面土壤侵蚀临界坡度问题的理论与试验研究[J].地理学报,1999,54(4):1-9.
[26] 孔亚平,张科利.黄土坡面侵蚀产沙沿程变化的模拟试验研究[J].泥沙研究,2003,3(1):33-38.

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