干旱区生态环境知识资源中心(Arid): 黄土风沙区根系强化抗冲性土体构型的定量化研究

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	黄土风沙区根系强化抗冲性土体构型的定量化研究
其他题名	Quantitative studies on root reinforcement resisting flow-induced erosion in the sandy loess region
	李强 1; 刘国彬 2; 张正 3; 马春艳 1; 白芸 1; 张晨晨 1
来源期刊	中国水土保持科学
ISSN	2096-2673
出版年	2017
卷号	15 期号:3 页码:99-104
中文摘要	为了探明黄土风沙区根系网络串连、根土黏结及生物化学作用对于创造抗冲性土体构型的相对重要性,以沙黄土为研究对象,通过含根土壤、无根土壤及模拟根系土壤冲刷试验,分析了根系固土总效应、物理固结效应及生物化学效应等参数。结果表明:物理固结效应在根系总效应中的贡献值平均为70.9%;与苜蓿密度90株/m~2相比,物理固结效应在处理360株/m~2中增加了6.8%;在物理固结效应中,根系串连作用较为关键,平均占比78.2%;根系物理固结效应与根表面积密度在极显著水平(P < 0.01)上呈指数递增函数关系。植物根系物理固结效应是强化沙黄土抗冲性土体构型的主要表现形式,且根表面积密度可较好地反映根系固土效应。
英文摘要	[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,rootsoil 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 /m~2,physical consolidation effect in the treatment of 360 plants /m~2 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.
中文关键词	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
英文关键词	root flow-induced erosion root surface area density solid soil effect sandy loess sandy loess region
语种	中文
国家	中国
收录类别	CSCD
WOS类目	AGRICULTURE MULTIDISCIPLINARY
WOS研究方向	Agriculture
CSCD记录号	CSCD:6020906
来源机构	西北农林科技大学 ; 中国科学院水利部水土保持研究所
资源类型	期刊论文
条目标识符	http://119.78.100.177/qdio/handle/2XILL650/237185
作者单位	1.榆林学院, 陕西省陕北矿区生态修复重点实验室, 榆林, 陕西 719000, 中国; 2.西北农林科技大学水土保持研究所, 陕西省陕北矿区生态修复重点实验室;;土壤侵蚀与旱作农业国家重点实验室, 杨凌, 陕西 712100, 中国; 3.西北农林科技大学水土保持研究所, 土壤侵蚀与旱作农业国家重点实验室, 杨凌, 陕西 712100, 中国
推荐引用方式 GB/T 7714	李强,刘国彬,张正,等. 黄土风沙区根系强化抗冲性土体构型的定量化研究[J]. 西北农林科技大学, 中国科学院水利部水土保持研究所,2017,15(3):99-104.
APA	李强,刘国彬,张正,马春艳,白芸,&张晨晨.(2017).黄土风沙区根系强化抗冲性土体构型的定量化研究.中国水土保持科学,15(3),99-104.
MLA	李强,et al."黄土风沙区根系强化抗冲性土体构型的定量化研究".中国水土保持科学 15.3(2017):99-104.