中国水土保持科学2017，Vol.15Issue(3)：99-104,6.DOI:10.16843/j.sswc.2017.03.013
黄土风沙区根系强化抗冲性土体构型的定量化研究
Quantitative studies on root reinforcement resisting flow-induced erosion in the sandy loess region
摘要
Abstract
[Background]In semi-arid areas,soil erosion is a serious threat to land productivity and sustainability for natural and human-managed ecosystems.Traditional vegetation techniques are recognized as effectively in reducing soil erosion,whereas the most evident vegetation source that protects soil against erosion is root wedging,which is an important mechanism where roots can bind soil together and tie weak surface soil layers into strong and stable subsurface layers.Plant roots significantly affect soil erosion process of overland flow by physical consolidation (root link and root-soil adhesive) and biological chemistry functions.The purpose of this study was to evaluate the relative contributions of root link,root-soil adhesive as well as root biological chemistry functions to soil reinforcement.Such study could provide the theoretical explanation for root reinforcement resisting erosion in the flow-induced erosion regions.[Methods] For this purpose,a simulated scouring experiment was conducted on a sandy soil with sand content 36.8％,silt content 51.2％ and clay content 12.0％.Three treatments considered were:1) fallow (CK),2) root-penetrated soil and 3) simulated-root-penetrated soil.Each treatment had four replicates.Rectangular,undisturbed soil samples (20 cm × 10 cm × 10 cm) were taken in the fallow and root pans and were conducted with a hydrological flume (2 m × 0.10 m).The flume contained an opening at its lower base,equaling the size of metal sampling box,so that the soil surface of soil sample was at the same level of the flume surface.Space between the sample box and the flume edges was sealed with painter's mastic to prevent edge effects.The slope of the flume bottom could be varied and clear tap water flow was applied at 4.0 L/min rate discharge on a washing flume slope of 15° for 15 min.During the 15 minutes of each experiment,samples of runoff and detached soil were collected every 1 min in the first 3 min and 2 min in the following time using 10 L buckets for determining sedimentation.Therefore,this paper analyzed the relative role in creating the soil configuration of soil resistance to erosion quantitatively,using no root-penetrated soil,root-penetrated soil erosion simulation test.[Results] The results showed that the physical consolidation effect was the key role in soil erosion resistance,accounting for 70.9％ in the total root effect.Compared with alfalfa density of 90 plants/m2,physical consolidation effect in the treatment of 360 plants/m2 increased by 6.8％.In addition,the root string function was the key manner in a proportion of 78.2％ in the physical consolidation effect.Exponential function well expressed the relationship between root physical consolidation effect and root surface area density (P ＜0.01).[Conclusions] Physical consolidation effect is the key role in soil erosion resistance,and root surface area density can reflect the root soil consolidation effect.关键词
根系/土壤抗冲性/根表面积密度/固土效应/沙黄土/黄土风沙区Key words
root/flow-induced erosion/root surface area density/solid soil effect/sandy loess/sandy loess region分类
农业科技引用本文复制引用
李强,刘国彬,张正,马春艳,白芸,张晨晨..黄土风沙区根系强化抗冲性土体构型的定量化研究[J].中国水土保持科学,2017,15(3):99-104,6.基金项目
国家自然科学基金“水蚀风蚀交错区沙柳根系固土抗侵蚀机理研究”(41661101) （41661101）
黄土高原土壤侵蚀与旱作农业国家重点实验室开放基金“电容法原位估测黄土区植物根系生物量的研究”(A314021402-1604) （A314021402-1604）
