应用~(137)Cs示踪法估算淮北土石山区土壤可蚀性因子K值
|
摘要
选取淮北土石山区——赣榆区为研究区,通过径流小区法和~(137)Cs核素示踪技术修订EPIC模型,并利用克里金插值技术获取赣榆区土壤可蚀性因子(K值)的空间分布图。结果表明:EPIC模型不能直接应用于淮北土石山区K值的估算,估算值在耕地上波动较大;修订EPIC模型估算K值与实测K值的相对偏差为5.4%,精度较高,适用于淮北土石山区K值的估算;赣榆区K值主要分布在0.032～0.041 t·h·MJ~(-1)·mm~(-1)。4种土类K值平均值:棕壤类为0.034 t·h·MJ~(-1)·mm~(-1),潮土类为0.037 t·h·MJ~(-1)·mm~(-1),砂姜黑土类为0.037 t·h·MJ~(-1)·mm~(-1),盐土类为0.039 t·h·MJ~(-1)·mm~(-1)。
The Huaibei Rocky Mountain area-Ganyu district was chosen as the study area to revise the EPIC model by runoff plot method and ~(137)Cs nuclide tracing technique and to obtain the spatial distribution map of K value in Ganyu district by Kriging interpolation technique. The EPIC model cannot be directly applied to the estimation of the K value of soil erodibility in the Huaibei Rocky Mountain area, and the estimated value fluctuates greatly on cultivated land. The relative deviation between the estimated K value and the measured K value of the revised EPIC model is 5.4%, and the accuracy is high, which is suitable for the estimation of the K value of soil erodibility in rocky mountain area of northern Huai River. K value of Ganyu district is mainly between 0.032 and 0.041 t·h·MJ~(-1)·mm~(-1), and the average K values of soil erodibility of four soil types are, 0.034, 0.037, 0.037 and 0.039 t·h·MJ~(-1)·mm~(-1) for the brown soil type, the fluvo aquic soil type, the black soil of the sandy soil type, and the saline soil type, respectively.
The Huaibei Rocky Mountain area-Ganyu district was chosen as the study area to revise the EPIC model by runoff plot method and ~(137)Cs nuclide tracing technique and to obtain the spatial distribution map of K value in Ganyu district by Kriging interpolation technique. The EPIC model cannot be directly applied to the estimation of the K value of soil erodibility in the Huaibei Rocky Mountain area, and the estimated value fluctuates greatly on cultivated land. The relative deviation between the estimated K value and the measured K value of the revised EPIC model is 5.4%, and the accuracy is high, which is suitable for the estimation of the K value of soil erodibility in rocky mountain area of northern Huai River. K value of Ganyu district is mainly between 0.032 and 0.041 t·h·MJ~(-1)·mm~(-1), and the average K values of soil erodibility of four soil types are, 0.034, 0.037, 0.037 and 0.039 t·h·MJ~(-1)·mm~(-1) for the brown soil type, the fluvo aquic soil type, the black soil of the sandy soil type, and the saline soil type, respectively.
引文
[1] 陈茁新,张金池.近10年全球水土保持研究热点问题述评[J].南京林业大学学报(自然科学版),2018,42(3):167-174.
[2] 肖继兵,孙占祥,蒋春光,等.辽西地区农耕坡地土壤侵蚀影响因素及相关关系[J].水土保持学报,2015,29(5):13-19.
[3] 王楠,赵友朋,郭晓平,等.土壤含水率和干容重对不同植被类型边坡土壤抗剪强度的影响[J].水土保持通报,2018,38(6):88-94,102.
[4] 宋阳,刘连友,严平,等.土壤可蚀性研究述评[J].干旱区地理,2006,29(1):124-131.
[5] 王彬.土壤可蚀性动态变化机制与土壤可蚀性估算模型[D].杨凌:西北农林科技大学,2013.
[6] 翟伟峰,许林书.东北典型黑土区土壤可蚀性K值研究[J].土壤通报,2011,42(5):1209-1213.
[7] 张科利,彭文英,杨红丽.中国土壤可蚀性值及其估算[J].土壤学报,2007,44(1):7-13.
[8] BENNETT H H.The problem of soil erosion in the united states[J].Annals of the Association of American Geographers,1931,21(3):147-170.
[9] PEELE T C.The relation of certain physical characteristics to the erodibility of soils[J].Soil Science Society of America Journal,1938,2(C):97.
[10] BOUYOUCOS G J.Clay ratio as a criterion of susceptibility of soils to erosion[J].Journal of the American Society of Agronomy,1935(9):738-741.
[11] 朱显谟,张相麟,雷文进.泾河流域土壤侵蚀现象及其演变[J].土壤学报,1954,2(4):3-16.
[12] 田积莹,黄义端.子午岭連家砭地区土壤物理性质与土壤抗侵蚀性能指标的初步研究[J].土壤学报,1964(3):286-296.
[13] OLSON T C,WISCHMEIER W H.Soil-erodibility evaluations for soils on the runoff and erosion stations1[J].Soil Science Society of America Journal,2010,27(5):590-592.
[14] WISCHMEIER W H,JOHNSON C B,CROSS B V.Soil erodibility nomograph for farmland and construction sites[J].Journal of Soil and Water Conservation,1971,26(5):189-193.
[15] WILLIAMS J R,JONES C A,DYKE P T.A modeling approach to determining the relationship between erosion and soil productivity[EPIC,Erosion-Productivity Impact Calculator,mathematical models][J].Transactions of the ASAE[American Society of Agricultural Engineers](USA),1984.doi:10.13031/2013.32748.
[16] 李秀彬,马志尊,姚孝友,等.北方土石山区水土流失现状与综合治理对策[J].中国水土保持科学,2008,6(1):9-15.
[17] 张华峰,康慧,张华强,等.137Cs示踪技术在土壤侵蚀研究中的应用综述[J].中国水土保持,2003(2):17-18.
[18] 俱战省,文安邦,严冬春,等.基于137Cs、210Pb和CSLE的三峡库区小流域土壤侵蚀评估[J].水土保持学报,2015,29(3):75-80.
[19] 方海燕,盛美玲,孙莉英,等.137Cs和210Pbex示踪黑土区坡耕地土壤侵蚀对有机碳的影响[J].应用生态学报,2013,24(7):1856-1862.
[20] 严冬春,文安邦,鲍玉海,等.黔中高原岩溶丘陵坡地土壤中的137Cs分布[J].地球与环境,2016,36(4):342-347.
[21] 张明礼,杨浩,高明,等.利用137Cs示踪技术研究滇池流域土壤侵蚀[J].土壤学报,2008,45(6):1017-1025.
[22] 邹丛荣,李瑞功,袁立君.土壤理化性质简易测定法[J].园林科技,2004(1):28-31.
[23] 沂蒙山区沂源县土壤可蚀性因子(K)研究[D].南京:南京林业大学,2017.
[24] WALLING D E,HE Q,BLAKE W H.Use of 7Be and 137Cs measurements to document short-and medium-term rates of water-induced soil erosion on agricultural land[J].Water Resources Research,1999,35(12):3865-3874.
[25] 章文波,谢云,刘宝元.中国降雨侵蚀力空间变化特征[J].山地学报,2003,21(1):33-40.
[26] 李新艳,杨勤科,王春梅.赣南地区侵蚀地形因子研究[J].西北农林科技大学学报(自然科学版),2014(1):175-182.
[27] 蔡崇法,丁树文,史志华,等.应用USLE模型与地理信息系统IDRISI预测小流域土壤侵蚀量的研究[J].水土保持学报,2016,14(2):19-24.
[28] 李巍.大兴安岭地区土壤侵蚀动态研究[D].哈尔滨:东北林业大学,2014.
[29] 陆树华,李先琨,徐广平,等.基于137Cs示踪的西江流域典型丘陵坡地土壤侵蚀研究[J].水土保持学报,2016,30(2):38-43.
[30] 张一澜,文安邦,俱战省,等.基于3S和137Cs技术的三峡库区小流域泥沙输移比研究[J].水土保持学报,2014,28(3):46-51.
[31] 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.
[32] 刘宝元,张科利,焦菊英.土壤可蚀性及其在侵蚀预报中的应用[J].自然资源学报,1999,14(4):345-350.
[33] 林杰.基于植被结构特征的土壤侵蚀遥感定量反演[D].南京:南京林业大学,2011.
[34] 黄道友,陈桂秋,王克林,等.红壤坡耕地综合治理与开发关键技术研究[J].水土保持学报,2003,17(3):89-92.
[35] BRYAN R B.Soil erodibility and processes of water erosion on hillslope[J].Geomorphology,2000,32(3):385-415.
[36] 张科利,彭文英,杨红丽.中国土壤可蚀性值及其估算[J].土壤学报,2007,44(1):7-13.
[37] 唐克丽,贺秀斌.第四纪黄土剖面多元古土壤形成发育信息的揭示[J].土壤学报,2002,39(5):609-617.
[38] 朱显谟,田积莹.强化黄土高原土壤渗透性及抗冲性的研究[J].水土保持学报,1993,7(3):1-10.
[39] 张科利,蔡永明,刘宝元,等.土壤可蚀性动态变化规律研究[J].地理学报,2001,56(6):673-681.
[40] 王艳忠,胡耀国,李定强,等.粤西典型崩岗侵蚀剖面可蚀性因子初步分析[J].生态环境,2008,17(1):403-410.
[41] 李俊晓,李朝奎,殷智慧.基于ArcGIS的克里金插值方法及其应用[J].测绘通报,2013(9):87-90.
[42] 朱惇,王天巍,蔡崇法,等.基于模糊神经系统与GIS的区域土壤侵蚀快速评价[J].农业工程学报,2010,26(1):103-107.
[43] 梁音,史学正.长江以南东部丘陵山区土壤可蚀性K值研究[J].水土保持研究,1999,6(2):47-52.
[44] 李二焕,胡海波,鲁小珍,等.苏北滨海盐土区土壤盐分剖面特征及其理化特性[J].水土保持研究,2016,23(4):116-119.
[2] 肖继兵,孙占祥,蒋春光,等.辽西地区农耕坡地土壤侵蚀影响因素及相关关系[J].水土保持学报,2015,29(5):13-19.
[3] 王楠,赵友朋,郭晓平,等.土壤含水率和干容重对不同植被类型边坡土壤抗剪强度的影响[J].水土保持通报,2018,38(6):88-94,102.
[4] 宋阳,刘连友,严平,等.土壤可蚀性研究述评[J].干旱区地理,2006,29(1):124-131.
[5] 王彬.土壤可蚀性动态变化机制与土壤可蚀性估算模型[D].杨凌:西北农林科技大学,2013.
[6] 翟伟峰,许林书.东北典型黑土区土壤可蚀性K值研究[J].土壤通报,2011,42(5):1209-1213.
[7] 张科利,彭文英,杨红丽.中国土壤可蚀性值及其估算[J].土壤学报,2007,44(1):7-13.
[8] BENNETT H H.The problem of soil erosion in the united states[J].Annals of the Association of American Geographers,1931,21(3):147-170.
[9] PEELE T C.The relation of certain physical characteristics to the erodibility of soils[J].Soil Science Society of America Journal,1938,2(C):97.
[10] BOUYOUCOS G J.Clay ratio as a criterion of susceptibility of soils to erosion[J].Journal of the American Society of Agronomy,1935(9):738-741.
[11] 朱显谟,张相麟,雷文进.泾河流域土壤侵蚀现象及其演变[J].土壤学报,1954,2(4):3-16.
[12] 田积莹,黄义端.子午岭連家砭地区土壤物理性质与土壤抗侵蚀性能指标的初步研究[J].土壤学报,1964(3):286-296.
[13] OLSON T C,WISCHMEIER W H.Soil-erodibility evaluations for soils on the runoff and erosion stations1[J].Soil Science Society of America Journal,2010,27(5):590-592.
[14] WISCHMEIER W H,JOHNSON C B,CROSS B V.Soil erodibility nomograph for farmland and construction sites[J].Journal of Soil and Water Conservation,1971,26(5):189-193.
[15] WILLIAMS J R,JONES C A,DYKE P T.A modeling approach to determining the relationship between erosion and soil productivity[EPIC,Erosion-Productivity Impact Calculator,mathematical models][J].Transactions of the ASAE[American Society of Agricultural Engineers](USA),1984.doi:10.13031/2013.32748.
[16] 李秀彬,马志尊,姚孝友,等.北方土石山区水土流失现状与综合治理对策[J].中国水土保持科学,2008,6(1):9-15.
[17] 张华峰,康慧,张华强,等.137Cs示踪技术在土壤侵蚀研究中的应用综述[J].中国水土保持,2003(2):17-18.
[18] 俱战省,文安邦,严冬春,等.基于137Cs、210Pb和CSLE的三峡库区小流域土壤侵蚀评估[J].水土保持学报,2015,29(3):75-80.
[19] 方海燕,盛美玲,孙莉英,等.137Cs和210Pbex示踪黑土区坡耕地土壤侵蚀对有机碳的影响[J].应用生态学报,2013,24(7):1856-1862.
[20] 严冬春,文安邦,鲍玉海,等.黔中高原岩溶丘陵坡地土壤中的137Cs分布[J].地球与环境,2016,36(4):342-347.
[21] 张明礼,杨浩,高明,等.利用137Cs示踪技术研究滇池流域土壤侵蚀[J].土壤学报,2008,45(6):1017-1025.
[22] 邹丛荣,李瑞功,袁立君.土壤理化性质简易测定法[J].园林科技,2004(1):28-31.
[23] 沂蒙山区沂源县土壤可蚀性因子(K)研究[D].南京:南京林业大学,2017.
[24] WALLING D E,HE Q,BLAKE W H.Use of 7Be and 137Cs measurements to document short-and medium-term rates of water-induced soil erosion on agricultural land[J].Water Resources Research,1999,35(12):3865-3874.
[25] 章文波,谢云,刘宝元.中国降雨侵蚀力空间变化特征[J].山地学报,2003,21(1):33-40.
[26] 李新艳,杨勤科,王春梅.赣南地区侵蚀地形因子研究[J].西北农林科技大学学报(自然科学版),2014(1):175-182.
[27] 蔡崇法,丁树文,史志华,等.应用USLE模型与地理信息系统IDRISI预测小流域土壤侵蚀量的研究[J].水土保持学报,2016,14(2):19-24.
[28] 李巍.大兴安岭地区土壤侵蚀动态研究[D].哈尔滨:东北林业大学,2014.
[29] 陆树华,李先琨,徐广平,等.基于137Cs示踪的西江流域典型丘陵坡地土壤侵蚀研究[J].水土保持学报,2016,30(2):38-43.
[30] 张一澜,文安邦,俱战省,等.基于3S和137Cs技术的三峡库区小流域泥沙输移比研究[J].水土保持学报,2014,28(3):46-51.
[31] 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.
[32] 刘宝元,张科利,焦菊英.土壤可蚀性及其在侵蚀预报中的应用[J].自然资源学报,1999,14(4):345-350.
[33] 林杰.基于植被结构特征的土壤侵蚀遥感定量反演[D].南京:南京林业大学,2011.
[34] 黄道友,陈桂秋,王克林,等.红壤坡耕地综合治理与开发关键技术研究[J].水土保持学报,2003,17(3):89-92.
[35] BRYAN R B.Soil erodibility and processes of water erosion on hillslope[J].Geomorphology,2000,32(3):385-415.
[36] 张科利,彭文英,杨红丽.中国土壤可蚀性值及其估算[J].土壤学报,2007,44(1):7-13.
[37] 唐克丽,贺秀斌.第四纪黄土剖面多元古土壤形成发育信息的揭示[J].土壤学报,2002,39(5):609-617.
[38] 朱显谟,田积莹.强化黄土高原土壤渗透性及抗冲性的研究[J].水土保持学报,1993,7(3):1-10.
[39] 张科利,蔡永明,刘宝元,等.土壤可蚀性动态变化规律研究[J].地理学报,2001,56(6):673-681.
[40] 王艳忠,胡耀国,李定强,等.粤西典型崩岗侵蚀剖面可蚀性因子初步分析[J].生态环境,2008,17(1):403-410.
[41] 李俊晓,李朝奎,殷智慧.基于ArcGIS的克里金插值方法及其应用[J].测绘通报,2013(9):87-90.
[42] 朱惇,王天巍,蔡崇法,等.基于模糊神经系统与GIS的区域土壤侵蚀快速评价[J].农业工程学报,2010,26(1):103-107.
[43] 梁音,史学正.长江以南东部丘陵山区土壤可蚀性K值研究[J].水土保持研究,1999,6(2):47-52.
[44] 李二焕,胡海波,鲁小珍,等.苏北滨海盐土区土壤盐分剖面特征及其理化特性[J].水土保持研究,2016,23(4):116-119.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |