检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:李亚桐 王冠 冉心昊 肖辉杰[1] Li Yatong;Wang Guan;Ran Xinhao;Xiao Huijie(School of Soil and Water Conservation,Beijing Forestry University,Beijing 100083,China)
出 处:《水土保持研究》2024年第4期105-113,共9页Research of Soil and Water Conservation
基 金:国家重点研发计划项目“西南高山峡谷区水土流失综合防治技术与示范”(2022YFF1302901)。
摘 要:[目的]明晰铁路修建中弃渣工程扰动引起的水土流失响应,揭示弃渣堆积前后及其植被恢复对藏东生态脆弱的山地草甸区坡面尺度水土流失的影响。[方法]选取未扰动、轻度扰动、重度扰动、覆土恢复4个类型的坡面,建立原位径流小区,通过人工模拟降雨试验,开展了坡面产流产沙过程的研究。[结果](1)坡面的溅蚀量随扰动强度的增大而增加,下坡向的溅蚀量为上坡溅蚀量的1.14~2.67倍。(2)轻度扰动坡面、重度扰动坡面和覆土恢复坡面的初始产流时间分别缩短为未扰动坡面的53.8%~66.7%,34.6%~46.7%,86.7%~92.9%。(3)未扰动坡面、轻度扰动坡面、重度扰动坡面和覆土恢复坡面的产流速率分别为44~86,104~147,200~373,46~95 ml/(min·m^(2)),产沙速率分别为0.026~0.055,0.05~0.098,1.034~2.189,0.047~0.077 g/(min·m^(2))。[结论]覆土恢复坡面的水土保持能力较轻度扰动和重度扰动坡面有显著提高,但距未扰动坡面仍有差距,需采取其他植被或工程措施对工程扰动坡面加以恢复。[Objective]The aims of this study are to elucidate the response of soil and water loss resulting from slag dumping engineering disturbances during railway construction,and to unveil the impact of slag accumulation and vegetation restoration on soil and water loss at a slope scale in the ecologically fragile mountain meadow region of eastern Xizang.[Methods]Four slope types such as undisturbed,mildly disturbed,severely disturbed,and disturbed then covered with soil restoration were selected.The in-situ runoff plots were established.The process of sediment production and loss on slope was monitored by artificially simulated rainfall experiment.[Results](1)The quantity of spattering on the slope increased with the intensity of disturbance,with the amount on the downhill side being approximately 1.14 to 2.67 times greater than that on the uphill side.(2)The initial flow generation time for the lightly disturbed slope,heavily disturbed slope,and covered slope reduced from 53.8%to 66.7%,34.6%to 46.7%,and 86.7%to 92.9%,respectively.(3)The flow production rates for the undisturbed slope,lightly disturbed slope,heavily disturbed slope,and covered slope ranged from 44 to 86 ml/(min·m^(2)),104 to 147 ml/(min·m^(2)),200 to 373 ml/(min·m^(2)),and 46 to 95 ml/(min·m^(2)),respectively.The sediment production rates ranged from 0.026 to 0.055 g/(min·m^(2)),0.05 to 0.098 g/(min·m^(2)),1.034 to 2.189 g/(min·m^(2)),and 0.047 to 0.077 g/(min·m^(2)),respectively.[Conclusion]The soil and water conservation capacity of the restored slope has been significantly improved in comparison to the lightly disturbed and heavily disturbed slopes.However,there still exists a disparity between the undisturbed slope and the covered slope.Therefore,additional vegetation or engineering measures need to be implemented to restore the disturbed slope effectively.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.166