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应用生态学报 ›› 2011, Vol. 22 ›› Issue (10): 2604-2608.

• 研究论文 • 上一篇    下一篇

黄土性土壤固化对黑麦草生长和根系活力的影响

刘月梅1,2,张兴昌3* *,王丹丹1   

  1. 1西北农林科技大学资源环境学院, 陕西杨凌 712100;2延安职业技术学院, 陕西延安 716000;3中国科学院/水利部水土保持研究所水利部水土保持生态工程技术研究中心, 陕西杨凌 712100
  • 出版日期:2011-10-18 发布日期:2011-10-18

Effects of loess soil stabilization on Lolium perenne L. growth and root activity.

LIU Yue-mei1,2, ZHANG Xing-chang3, WANG Dan-dan1   

  1. 1College of Resources and Environment, Northwest A & F University, Yangling 712100, Shaanxi, China;2Yanan Vocational and Technical College, Yan’an 716000, Shaanxi, China; 3Ministry of Water Resources Research Centre on Soil and Water Conservation, Institute of Soil and Water Conservation, Chinese Academy of Sciences and Ministry of Water Resources, Yangling 712100, Shaanxi, China
  • Online:2011-10-18 Published:2011-10-18

摘要: 采用盆栽试验,研究了安塞黄绵土不同容重、不同固化剂(路邦EN-1固化剂)掺量对黑麦草生长和根系活力的影响.结果表明: 黄绵土容重在1.2~1.4 g·cm-3范围内,随土壤容重的增加,黑麦草叶绿素含量、根系活力、根冠比、根生物量和植株生物量均降低;各土壤容重条件下,黑麦草叶绿素含量、根系活力、根冠比、根生物量和植株生物量均高于对照,且随着固化剂掺量的增加均呈先增加后降低的趋势.土壤容重和固化剂掺量交互作用对根生物量和总生物量的影响均显著(P<0.05).总体来看,土壤容重1.3 g·cm-3、固化剂掺量0.15%处理下,各指标值均最高.

Abstract: Taking the loess soils with bulk density 1.2 g·cm-3, 1.3 g·cm-3, and 1.4 g·cm-3 from Ansai, Shaanxi Province as test objects, a pot experiment was conducted to study the effects of different amendment amount of soil stabilizer (EN-1 stabilizer) on the growth and root activity of ryegrass (Lolium perenne L.). Within the range of the bulk densities, the leaf chlorophyll content, root activity, root/shoot ratio, root biomass, and plant biomass of L. perenne all decreased with increasing soil bulk density, and were higher under the amendment of EN-1 stabilizer, as compared with the control. With increasing amendment amount of EN-1 stabilizer, the leaf chlorophyll content, root activity, root/shoot ratio, root biomass, and plant biomass had a trend of increased first and decreased then. Soil bulk density and stabilizer amendment amount had significant interactive effect on the root biomass and plant biomass. Overall, the values of the test indices were the highest under 1.3 g·cm-3 soil bulk density and 0.15% EN-1 stabilizer amendment amount.