[1]刘超,曹博召,王健,等.基于WEPP模型的工程堆积体不同堆置方式的水土流失效应研究[J].自然灾害学报,2022,31(02):261-270.[doi:10.13577/j.jnd.2022.0228]
 LIU Chao,CAO Bozhao,WANG Jian,et al.Study on soil erosion effect of different stacking methods of engineering accumulation based on WEPP model[J].,2022,31(02):261-270.[doi:10.13577/j.jnd.2022.0228]
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基于WEPP模型的工程堆积体不同堆置方式的水土流失效应研究
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《自然灾害学报》[ISSN:/CN:23-1324/X]

卷:
31
期数:
2022年02期
页码:
261-270
栏目:
出版日期:
2022-04-28

文章信息/Info

Title:
Study on soil erosion effect of different stacking methods of engineering accumulation based on WEPP model
作者:
刘超12 曹博召12 王健2 任艳2
1. 西北农林科技大学 水土保持研究所, 陕西 杨凌 712100;
2. 西北农林科技大学 资源环境学院, 陕西 杨凌 712100
Author(s):
LIU Chao12 CAO Bozhao12 WANG Jian2 REN Yan2
1. Institute of Water and Soil Conservation, Northwest Agricultural and Forestry University, Yangling 712100, China;
2. College of Resources and Environment, Northwest Agricultural and Forestry University, Yangling 712100, China
关键词:
生产建设项目土壤侵蚀WEPP模型坡型工程堆积体
Keywords:
production and construction projectssoil erosionWEPP modelslope typeengineering accumulations
分类号:
S157.1
DOI:
10.13577/j.jnd.2022.0228
摘要:
为有效保持水土,减少生产建设项目扰动地表造成的水土流失,评价工程堆积体不同堆置方式的水土流失效应。试验基于WEPP模型,以洋县某建设项目为例建立模型数据库,分析工程弃土在设计土方量和占地面积条件下直线型、折线型、台阶型工程堆积体坡面土壤侵蚀规律,探寻不同堆置方式下堆置坡度的最优组合。结果发现:(1)底坡坡角α1=26°时,直线型工程堆积体坡面土壤侵蚀强度最弱。(2)折线型工程堆积体最优边坡组合为α1=47°,上部坡角α2=22°。(3)台阶型工程堆积体在满足设计要求的前提下最优边坡断面组合为α1=47°,α2=24.5°,马道宽d=0 m。研究结果可为减少生产建设项目工程堆积体水土流失量、综合评估区域水土流失现状提供技术支撑和理论依据。
Abstract:
To reach the aim of soil and water conservation,the reduction of soil and water loss caused by the construction of production and construction projects,the effects of soil erosion caused by different stacking methods of engineering accumulations were evaluated. The experiment was based on the Water Erosion Prediction Project (WEPP)model,taking a construction project in Yang County as an example to establish a model database to explore the law of soil erosion on the slope surface of the engineering accumulation of straight,broken,and stepped engineering under the conditions of constant earthwork and floor space,and to explore the optimal combination of stacking slopes under different stacking methods. The results showed that:(1)The bottom slope angle α1 where the soil erosion intensity of the slope surface of the linear engineering accumulation body is weakest is 26°.(2)The optimal slope combination of the broken-line engineering accumulation body is α1=47°,and the upper slope angle α2=22°.(3)Under the premise of meeting the design requirements,the optimal slope section combination of the stepped engineering accumulation is α1=47°,α2=24.5°,d=0 m. The results can provide technical parameters and theoretical basis for reducing the amount of soil erosion in the accumulation of production and construction projects and comprehensively assessing the current situation of regional soil erosion.

参考文献/References:

[1] 黄鹏飞, 王文龙, 江忠善, 等.黄土区工程堆积体水蚀测算模型坡度因子研究[J].泥沙研究, 2015, 60(5):57-62. HUANG Pengfei,WANG Wenlong,JIANG Zhongshan,et al. Study on slope factor of water erosion model for engineering piles in the Loess Area[J]. Journal of Sediment Research,2015, 60(5):57-62.(in Chinese)
[2] 韩传峰, 吴进林, 韩迎春.大型基础设施项目生态环境影响评价[J].自然灾害学报, 2004, 13(2):106-111. HAN Chuanfeng,WU Jinlin,HAN Yingchun. Evaluation of environment effect of large infrastructure project[J]. Journal of Natural Disasters,2004, 13(2):106-111.(in Chinese)
[3] 杨邦杰, 马爱民.正确处理国土开发整治与防灾减灾的关系[J].自然灾害学报, 1992, 1(3):12-16. YANG Bangjie,MA Aiming. On territory development and improvement and disaster control[J].Journal of Natural Disasters,1992, 1(3):12- 16(. in Chinese)
[4] 王雪松,申卫博,谢永生,等. 赣北地区工程堆积体侵蚀水动力机理研究[J].水力发电学报, 2015, 34(11):59-68. WANG Xuesong,SHEN Weibo,XIE Yongsheng,et al. Hydrodynamic mechanism of engineering deposit erosion in Northern Jiangxi Province[J]. Journal of Hydroelectric Engineering,2015, 34(11):59-68(. in Chinese)
[5] Rovira A,Batalla R J,Sala M. Response of a river sediment budget after historical gravel mining(the lower Tordera,NE Spain)[J]. River Research & Applications,2010,21(7):829-847.
[6] 张翔, 高照良, 袁雪红, 等.工程堆积体坡面细沟流水力学参数特性研究[J].泥沙研究, 2016, 61(4):34-40. ZHANG Xiang,GAO Zhaoliang,YUAN Xuehong,et al. Study on hydraulic parameters of rill flow on slope of engineering accumulation[J]. Journal of Sediment Research,2016, 61(4):34-40.(in Chinese)
[7] 蒲玉宏, 王伟.煤矿废弃堆积物坡面侵蚀研究初报[J].中国水土保持, 1995, 16(10):11-14. PU Yuhong, WANG Wei. Preliminary probe into slope surface erosion of waste accumulation of coal mine[J]. Soil and Water Conservation in China, 1995, 16(10):11-14.(in Chinese)
[8] 孙虎, 唐克丽. 城镇建设中人为弃土降雨侵蚀实验研究[J].土壤侵蚀与水土保持学报, 1998, 4(2):29-35. SUN Hu,TANG Keli. Study on erosion and sediment yield of man-dumped soil by field simulated rainfall in urban construction area[J]. Journal of Soil Erosion and Soil and Water Conservation,1998, 4(2):29-35.(in Chinese)
[9] Riley S J. Aspects of the differences in the erodibility of the waste rock dump and natural surfaces,Ranger Uranium Mine,Northern Territory, Australia[J]. Applied Geography,1995,15(4):309-323.
[10] 郭明明, 王文龙, 李建明, 等.神府矿区弃土弃渣体侵蚀特征及预测[J].土壤学报, 2015, 52(5):1044-1057. GUO Mingming,WANG Wenlong,LI Jianming,et al. Erosion on dunes of overburden and waste slag in ShenFu field and prediction[J]. Acta Pedologica Sinica,2015, 52(5):1044-1057.(in Chinese)
[11] 王继增, 邓岚, 郭新波. 开发建设项目水保监测中土壤侵蚀模数监测方法探讨——以"东深供水改造工程水土保持监测" 项目为例[J].水土保持研究, 2006, 13(1):21-23. WANG Jizeng,DENG Lan, GUO Xinbo. Discussion on the monitoring method of soil erosion modulus of construction project[J]. Research of Soil and Water Conservation,2006, 13(1):21-23.(in Chinese)
[12] 高旭彪.浅探开发建设项目水土流失预测存在的问题及建议[J].水力发电, 2008, 55(1):9-10,41. GAO Xubiao. Discussions on the existing problems and suggestions of forecasting soil and water losses on construction project[J].Journal of Hydroelectric Engineering,2008, 55(1):9-10,41.(in Chinese)
[13] 高旭彪.开发建设项目土壤侵蚀模数预测方法初步研究[J].中国水土保持科学, 2008, 6(3):116-120. GAO Xubiao. Prediction method for erosion rates on developing and construction projects[J]. Science of Soil and Water Conservation, 2008, 6(3):116-120.(in Chinese)
[14] 李宏伟, 王文龙, 黄鹏飞, 等.土石混合堆积体土质可蚀性K因子研究[J].泥沙研究, 2014, 59(2):49-54. LI Hongwei,WANG Wenlong,HUANG Pengfei,et al. Experimental study of soil erodibility factor of earth-rock engineering accumulation in loess areas[J]. Journal of Sediment Research, 2014, 59(2):49-54.(in Chinese)
[15] 王建勋, 郑粉莉, 江忠善, 等.基于WEPP的黄土丘陵区不同坡长条件下坡面土壤侵蚀预测[J].北京林业大学学报, 2008, 30(2):151- 156. WANG Jianxun,ZHENG Fenli,JIANG Shanzhong,et al. Hillslope soil erosion prediction based on WEPP model under different slope lengths in hilly-gully region of the loess area[J]. Journal of Beijing Forestry University,2008,30(2):151-156.(in Chinese)
[16] 任柯蒙, 卫伟, 赵西宁, 等.基于水蚀预报模型的黄土高原水平阶减流阻蚀效应模拟[J].生态学报, 2018, 38(14):5067-5077. REN Kemeng,WEI Wei, ZHAO Xining, et al. Simulation of the effects of level bench terraces on water erosion reduction in the Loess Plateau basedon the WEPP model[J].Acta Ecologica Sinica, 2018, 38(14):5067-5077(. in Chinese)
[17] Rachman A,Anderson S H,Alberts E E,et al. Predicting Runoff and sediment yield from a stiff-stemmed grass hedge system for a small watershed[J]. Transactions of the ASABE,2008,51(2):425-432.
[18] 熊勤学, 刘章勇, 姚桂枝, 等.基于水蚀预报模型的丹江口坡地农田植物篱防蚀效应评价[J].应用生态学报, 2010, 21(9):2383-2388. XIONG QinXue,LIU Zhangyong,YAO Guizhi,et al.Anti-erosion effect of hedgerows in hillside croplands of Danjiangkou based on the evaluation with water erosion prediction project(WEPP)model[J]. Chinese Journal of Applied Ecology, 2010, 21(9):2383-2388.(in Chinese)
[19] 刘世梁, 王聪, 张希来, 等.土地整理中不同梯田空间配置的水土保持效应[J].水土保持学报, 2011, 25(4):59-62,68. LIU Shiliang, WANG Cong, ZHANG Xilai,et al. Soil and water conservation effect of different terrace configurations in land consolidation project[J]. Journal of Soil and Water Conservation, 2011, 25(4):59-62,68.(in Chinese)
[20] SL773-2018生产建设项目土壤流失量测算标准[S]. 北京:中国水利水电出版社,2018. SL773-2018 Guidelines for Measurement and Estimation of Soil Erosion in Production and Construction Projects[S].Beijing:China Water Power Press,2018.(in Chinese)
[21] 郑粉莉, 王占礼, 杨勤科.我国水蚀预报模型研究的现状、挑战与任务[J].中国水土保持科学, 2005, 3(1):7-14. ZHENG Fengli,WANG Zhanli,YANG Qinke. Status,challenge and tasks of water erosion prediction model research in China[J]. Science of Soil and Water Conservation,2005, 3(1):7-14.(in Chinese)
[22] Nearing M A,Foster G R,Lane L J,et al. A process-based soil erosion model for USDA-water erosion prediction project technology[J]. Transactions of the ASAE, 1989,32(5):1587-1593.
[23] Jane L J,Nearing M A. USDA-Water Erosion Prediction Project hillslope Profile and Watershed Model Documentation[M]. West Lafayette:USDA-ARS National Soil Erosion Research Laboratory, 1989:115-121.
[24] 陈晓燕. 紫色土坡面土壤侵蚀预测模型应用研究[D]. 昆明:西南农业大学,2003. CHEN Xiaoyan. Study on the application of the Sloping Surfaces Erosion Prediction Model in purple Soil[D]. Kunming:Southwest Forestry University,2003.(in Chinese)
[25] 张晓明. 黄土高原典型流域土地利用/森林植被演变的水文生态响应与尺度转换研究[D].北京:北京林业大学, 2007. ZHANG Xiaoming. Response and Scaling on Eco-hydrologhy to Land Use/forest Vegetation Change in Typical Watersheds of Loess Plateau[D]. Beijing:Beijing Forestry University, 2007.(in Chinese)
[26] 王建勋. WEPP模型(坡面版)在黄土高原丘陵沟壑区的适用性评价[D]. 咸阳:西北农林科技大学,2007. WANG Jianxun. Assessment on WEPP Model(Hillyslope Version)Applicability to Hilly-Gully Region on the Loess Plateau[D]. Xianyang:Northwest Agriculture and Forestry University, 2007.(in Chinese)
[27] 缪驰远, 何丙辉, 陈晓燕, 等.WEPP模型中的CLIGEN与BPCDG应用对比研究[J].中国农学通报, 2004, 21(6):321-324. MIAO Chiyuan,HE Binghui,CHEN Xiaoyan,et al. Study on the application and contrast of CLIGEN and BPCDG in WEPP model application[J]. Chinese Agricultural Science Bulletin, 2004, 21(6):321-324.(in Chinese)
[28] 何丙辉, 缪驰远, 陈晓燕, 等. CLIGEN气候生成器模型在紫色土地区的适应性研究[J].水土保持学报, 2007, 21(3):183-187. HE Binghui,MIAO Chiyuan,CHEN Xiaoyan,et al. Study on adaptability of CLIGEN model in purple soil area[J]. Journal of Soil and Water Conservation,2007, 21(3):183-187.(in Chinese)
[29] GB50330-2013建筑边坡工程技术规范[S]. 北京:中国建筑工业出版社, 2013. GB50330-2013 Technical Code for Building Slope Engineering[S]. Beijing:China Architecture & Building Press,2013(. in Chinese)
[30] 刘新文.常用旋转体体积的简捷求法[J].湖南科技学院学报, 2007, 28(9):9-11.(in Chinese) LIU Xinwen. The simple and direct finding method on the cubature of common solid of rotation[J]. Hunan University of Science and Engineering,2007, 28(9):9-11.(in Chinese)
[31] 朱雄才, 杨志芳. 关于旋转体的二个积分公式[J]. 云南师范大学学报(自然科学版), 2004, 47(4):6-7,11. ZHU Xiongcai,YANG Zhifang.Aboutrotating the formula of two total marks of the body[J]. Journal of Yunnan normal University (Natural Sciences Edition), 2004, 47(4):6-7,11.(in Chinese)
[32] 董月群, 雷廷武, 张晴雯, 等. 集中水流冲刷条件下浅沟径流流速特征研究[J]. 农业机械学报, 2013, 44(5):96-100. DONG Yuequn,LEI Tingwu,ZHANG Qingwen,et al. Ephemeral gully flow velocity under concentrated water flow[J].Transactions of The Chinese Society of Agricultural Machinery,2013, 44(5):96-100.(in Chinese)
[33] 李建明, 王文龙, 李宏伟, 等.黄土区工程堆积体石砾对流速及产沙影响试验研究[J].水力发电学报, 2015, 34(9):64-74. LI Jianming,WANG Wenlong,LI Hongwei,et al. Experimental study of runoff velocity and sediment yield affected by gravels of engineering depositsin loess area[J]. Journal of Hydroelectric Engineering,2015, 34(9):64-74.(in Chinese)
[34] 陈俊杰,孙莉英,刘俊体,等. 不同坡长与雨强条件下坡度对细沟侵蚀的影响[J]. 水土保持通报,2013,33(2):1-5. CHEN Junjie,SUN Liying,LIU Junti,et al. Effect of slope gradient on rill erosion under different rainfall intensities and slope lengths[J]. Bulletin of Soil and Water Conservation,2013,33(2):1-5.(in Chinese)
[35] 陈利顶,贾福岩,汪亚峰. 黄土丘陵区坡面形态和植被组合的土壤侵蚀效应研究[J]. 地理科学,2015,35(9):1176-1182. CHEN Liding,JIA Fuyan,WANG Yafeng. The effects of slope configuration and vegetation pattern on soil erosion in the loess hilly area[J]. Scientia Geographica Sinica,2015,35(9):1176-1182.(in Chinese)
[36] 王丹.不同模型拟合优度下的多响应优化方法[J].价值工程, 2012, 31(1):3-4. WANG Dan. Optimization for multiple responses based on goodness of fit for response surface model[J]. Value Engineering,2012, 31(1):3-4. (in Chinese)
[37] 李建明, 王文龙, 王贞, 等.神府煤田废弃堆积体新增水土流失研究[J].自然灾害学报, 2014, 23(2):239-249. LI Jianming,WANG Wenlong,WANG Zhen,et al. Study on newly increased soil and water loss from waste accumulation in Shenfu coal-field[J]. Journal of Natural Disasters,2014, 23(2):239-249.(in Chinese)
[38] 魏小燕, 毕华兴, 霍云梅.不同土壤坡面产流产沙特征对比分析[J].水土保持学报, 2016, 30(4):44-48. WEI Xiaoyan,BI Huaxing,HUO Yunmei.Comparative analysis of the features of runoff and sediment yield on the different soil slopes[J]. Journal of Soil and Water Conservation,2016, 30(4):44-48(. in Chinese)
[39] 李建明, 牛俊, 王文龙, 等.不同土质工程堆积体径流产沙差异[J].农业工程学报, 2016, 32(14):187-194. LI Jianming,NIU Jun,WANG Wenlong,et al.Differences in characteristics of runoff and sediment yielding from engineering accumulations with different soil textures[J].Transactions of the Chinese Society of Agricultural Engineering,2016, 32(14):187-194(. in Chinese)

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[7]李俊波,华珞,冯琰,等.密云水库周边地区土壤侵蚀状况的有效性判定[J].自然灾害学报,2005,14(4):008.
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备注/Memo

备注/Memo:
收稿日期:2021-1-26;改回日期:2021-8-23。
基金项目:国家自然科学基金项目(41771308)
作者简介:刘超(1998-),男,硕士研究生,主要从事土壤侵蚀研究.E-mail:Twosidesyouth@163.com
更新日期/Last Update: 1900-01-01