1. 北京林业大学水土保持学院, 重庆三峡库区森林生态系统教育部野外科学观测研究站,北京,100083
2. 北京林业大学水土保持学院, 重庆缙云山三峡库区森林生态系统国家定位观测研究站,北京,100083
[ "代智盛(1995-),男,硕士,主要从事植被与山地灾害研究。E-mail:ZhishengDai123@163.com" ]
纸质出版:2020
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代智盛, 王云琦, 马超, 等. 黄土丘陵沟壑区刺槐动态固坡效应[J]. 水土保持学报, 2020,34(5):145-152.
DAI Zhisheng, WANG Yunqi, MA Chao, et al. Dynamic Effect of Stabilizing Slope of[J]. 2020, 34(5): 145-152.
代智盛, 王云琦, 马超, 等. 黄土丘陵沟壑区刺槐动态固坡效应[J]. 水土保持学报, 2020,34(5):145-152. DOI: 10.13870/j.cnki.stbcxb.2020.05.021.
DAI Zhisheng, WANG Yunqi, MA Chao, et al. Dynamic Effect of Stabilizing Slope of[J]. 2020, 34(5): 145-152. DOI: 10.13870/j.cnki.stbcxb.2020.05.021.
植被能够有效提升浅层坡体的稳定性和抗蚀性。为了初步定量评估浅层滑坡易发的黄土丘陵沟壑区植被固坡作用在自然条件下的动态变化结果,以黄土丘陵沟壑区主要造林树种刺槐为例,考虑植被固坡的根系机械作用和水文作用在2017年全年自然条件下的动态变化。通过挖掘根系剖面对根系截面积分布进行调查,单根抗拉试验测试根系抗拉强度,以利用Wu模型对刺槐根系的附加黏聚力进行计算;通过现场调查确定研究样地与植被水文作用相关的参数,室内入渗试验和土壤离心试验获取土壤的水力学参数,利用生态水文领域水分运移软件Hydrus-1D对刺槐植被坡体水分的运移进行瞬态分析;最终基于变饱和条件下的无限斜坡模型对坡体的稳定性进行分析,并分别计算刺槐根系机械作用和水文作用对坡体稳定性的动态贡献率。结果表明:(1)刺槐根系机械作用对20,40,60 cm深度处浅层坡体的稳定性提升196.56%±28.08%,106.74%±13.19%,20.61%±2.43%,同时机械作用的贡献率还具有一定波动性;(2)刺槐在生长期内,通过林冠截留拦截70.2 mm的降雨量,蒸腾耗水作用改变坡体土壤含水量和吸应力,有效地提升坡体稳定性;(3)根系机械作用的贡献全年均存在,且波动性较水文作用贡献率的波动性小,但水文作用的贡献主要发生在刺槐的生长期,且水文贡献率的部分峰值较机械作用的贡献率大。研究结果进一步揭示了黄土高原丘陵沟壑区刺槐植被坡体在自然条件下的动态变化过程。
Vegetation can effectively improve the stability and erosion resistance of shallow slope. In order to make a preliminary quantitative assessment of dynamic changes of vegetation slope consolidation under natural conditions in the loess hilly and gully region where the shallow landslide prone to occur
taking Robinia pseudoacacia
the main afforestation tree species in the loess hilly and gully region as an example
the dynamic changes of roots mechanical and hydrological effects of vegetation slope consolidation under natural conditions in 2017 were studied. The roots cross-sectional area distribution was investigated by digging the root section
the roots tensile strength was tested by single root tensile test
and the roots additional cohesion of R. pseudoacacia was calculated by using the Wu model. Field surveys were conducted to collect the parameters related to the hydrological effects of vegetation and the research plot. Laboratory infiltration experiment and soil centrifugation experiments were conducted to obtain the soil hydraulic parameters. Then the water transport software Hydros-1D was applied to do the transient analysis of the water content of the R. pseudoacacia slope. Finally
the stability of the slope was analyzed based on the infinite slope model under variable saturation conditions
and the dynamic contribution rate of roots mechanical and hydrological effects of R. pseudoacacia to the slope stability were calculated. The results showed that: (1) The mechanical effect of R. pseudoacacia roots on the stability of shallow slope at the depths of 20
40 and 60 cm increased by 196.56%±28.08%
106.74%±13.19% and 20.61%±2.43%
respectively. At the same time
the contribution rate of root mechanical function also had some fluctuation. (2) During the growth period of R. pseudoacacia
R. pseudoacacia canopy intercepted 70.2 mm rainfall
transpiration changed the soil water content and suction stress of the slope
so the stability of shallow slope was effectively improved. (3) The contribution of the roots mechanical action existed throughout the year
and the volatility was less than that of hydrological contribution rate. However
the contribution of hydrological action mainly occurred during the growth period of R. pseudoacacia
and most parts of the peak values of hydrological contribution rate were larger than those of mechanical action. The results further revealed the dynamic changes of R. pseudoacacia slope stability in the hilly and gully region of the Loess Plateau under the natural conditions.
Zhuang J, Peng J, Wang G, et al. Prediction of rainfall-induced shallow landslides in the Loess Plateau, Yan'an, China, using the TRIGRS model[J].Earth Surface Processes and Landforms,2017,42(6):915-927.
Fatahi B, Khabbaz H, Indraratna B. Bioengineering ground improvement considering root water uptake model[J].Ecological Engineering,2010,36(2):222-229.
Mcguire L A, Rengers F K, Kean J W, et al. Elucidating the role of vegetation in the initiation of rainfall-induced shallow landslides:Insights from an extreme rainfall event in the Colorado Front Range[J].Geophysical Research Letters,2016,43(17):9084-9092.
Chirico G B, Borga M, Tarolli P, et al. Role of vegetation on slope stability under transient unsaturated conditions[J].Procedia Environmental Sciences,2013,19:932-941.
Wu T H, McKinnell Ⅲ W P, Swanston D N. Strength of tree roots and landslides on Prince of Wales Island, Alaska[J].Canadian Geotechnical Journal,1979,16(1):19-33.
Abdi E, Majnounian B, Genet M. Quantifying the effects of root reinforcement of Persian Ironwood (
Parrotia persica
) on slope stability; a case study:Hillslope of Hyrcanian forests, northern Iran[J].Ecological Engineering,2010,36(10):1409-1416.
Band L E, Hwang T, Hales T C, et al. Ecosystem processes at the watershed scale:Mapping and modeling ecohydrological controls of landslides[J].Geomorphology,2012,137(1):159-167.
Hilten R N, Lawrence T M, Tollner E W. Modeling stormwater runoff from green roofs with HYDRUS-1D[J].Journal of Hydrology,2008,358(3/4):288-293.
吴宏伟.大气-植被-土体相互作用:理论与机理[J].岩土工程学报,2017,39(1):1-47.
王思源,曾润强,乔良,等.松散斜坡上刺槐根系分布特征及其抗拉实验[J].兰州大学学报(自然科学版),2014,50(5):676-679,686.
李蓝君,宋孝玉,夏露,等.黄土高原沟壑区典型造林树种蒸散发对气候变化的响应[J].农业工程学报,2018,34(20):148-159.
Ji J, Kokutse N, Genet M, et al. Effect of spatial variation of tree root characteristics on slope stability. A case study on Black Locust (
Robinia pseudoacacia
) and Arborvitae (
Platycladus orientalis
) stands on the Loess Plateau, China[J].Catena,2012,92:139-154.
Wu J, Zhang R, Gui S. Modeling soil water movement with water uptake by roots[J].Plant and Soil,1999,215(1):7-17.
Van Genuchten M T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J].Soil Science Society of America Journal,1980,44(5):892-898.
Hargreaves G H, Allen R G. History and evaluation of Hargreaves evapotranspiration equation[J].Journal of Irrigation and Drainage Engineering,2003,129(1):53-63.
White M A, Thornton P E, Running S W, et al. Parameterization and sensitivity analysis of the BIOME-BGC terrestrial ecosystem model:Net primary production controls[J].Earth Interaction,2000,43:1-86.
Wang H, Tetzlaff D, Soulsby C. Modelling the effects of land cover and climate change on soil water partitioning in a boreal headwater catchment[J].Journal of Hydrology,2018,558:520-531.
Lu N, Godt J W. Hillslope hydrology and stability[M]. New York:Cambridge University Press, 2013:313-356.
Li Y, Šimůunek J, Jing L, et al. Evaluation of water movement and water losses in a direct-seeded-rice field experiment using Hydrus-1D[J].Agricultural Water Management, 2014,142:38-46.
刘小璐,鲁克新,李鹏,等.不同降雨条件下坡面土壤水分入渗过程研究与模拟[J].干旱区资源与环境,2018,32(11):114-118.
Arnone E, Caracciolo D, Noto L V, et al. Modeling the hydrological and mechanical effect of roots on shallow landslides[J].Water Resources Research,2016,52(11):85890-8612.
Kirschbaum D B, Stanley T, Simmons J. A dynamic landslide hazard assessment system for Central America and Hispaniola[J].Natural Hazards and Earth System Sciences,2015,15(10):2847-2882.
Sidle R C, Ziegler A D. The canopy interception-landslide initiation conundrum:Insight from a tropical secondary forest in northern Thailand[J].Hydrology and Earth System Sciences,2017,21(1):651-667.
Kim J H, Fourcaud T, Jourdan C, et al. Vegetation as a driver of temporal variations in slope stability:The impact of hydrological processes[J].Geophysical Research Letters,2017,44(10):4897-4907.
Bittelli M, Valentino R, Salvatorelli F, et al. Monitoring soil-water and displacement conditions leading to landslide occurrence in partially saturated clays[J].Geomorphology, 2012,173:161-173.
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