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51.
Effects of vegetation restoration on soil physical properties of abandoned farmland on the Loess Plateau,China 总被引:1,自引:0,他引:1
Jing Li Zhanbin Li Mengjing Guo Peng Li Shengdong Cheng Bo Yuan 《Environmental Earth Sciences》2018,77(5):205
To improve the ecological environment in China, the Chinese government implemented a country-wide ecological protection and reforestation project (namely the “Grain for Green Project”) in 1999 to return cultivated land with slopes of 25° or more to perennial vegetation. Vegetation restoration reduces soil erosion mainly by changing the soil physical properties. Different vegetation restoration methods might produce different impacts on soil physical properties. In this study, two vegetation restoration methods (i.e., natural restoration and artificial restoration) were compared on abandoned farmland in the typically hilly and gullied areas of the Loess Plateau of Northwest China. In the natural restoration method, the farmland was abandoned to natural vegetation succession without irrigation, fertilization or other artificial disturbances. In the artificial restoration method, the farmland was planted with black locust (Robinia pseudoacacia L.) and watered and cultivated for the first two years. Three soil physical properties (i.e., soil moisture, bulk density and aggregation) were investigated under the two vegetation restoration methods. The results showed that the soil moisture and soil bulk density were higher under artificial restoration than under natural restoration within the first three years of vegetation restoration. By the fourth year, the soil moisture and soil bulk density were higher under natural restoration than under artificial restoration. For the stability of soil aggregates?>?0.25 mm, the soil aggregates in the 0-20 cm soil layer were more stable under artificial restoration than under natural restoration, while the results were the opposite for the 40-60 cm soil layer. Overall, the soil physical properties were continuously improved during the restoration of vegetation on abandoned farmland. In choosing between vegetation restoration methods, natural restoration is preferable to artificial restoration, but artificial intervention is needed during the first three years. 相似文献
52.
近年来在下扬子西缘地区厘定的一系列新元古代火成岩,为认识该区扬子板块新元古代岩浆活动历史与规律提供了窗口。结合本次与前人锆石U-Pb年代学数据,指示下扬子地区张八岭群、肥东杂岩与董岭杂岩内变火成岩的原岩时限分别为767~748 Ma、812~745 Ma和829~754 Ma。这些新元古代火成岩分别是峰期为750 Ma、800 Ma和825 Ma岩浆活动的产物。下扬子地区峰期为825 Ma的岩浆活动只出现在靠近江南造山带的南部。锆石年代学信息显示,下扬子地区还发生过峰期为840 Ma、2010 Ma和2454 Ma岩浆活动,但缺失1000~860 Ma的岩浆活动。通过区域对比表明,攀西—汉南弧没有延入下扬子地区。下扬子地区南部受到峰期为840 Ma的弧岩浆活动的影响。扬子板块上峰期为825 Ma的岩浆活动及早阶段的南华裂谷应是江南造山带后造山伸展的产物;而峰期为800 Ma和750 Ma的岩浆活动与相应的南华裂谷扩展,代表了Rodinia超大陆裂解的全面影响。 相似文献
53.
54.
Position-domain integrity risk-based ambiguity validation for the integer bootstrap estimator 总被引:1,自引:0,他引:1
Integrity monitoring for ambiguity resolution is of significance for utilizing the high-precision carrier phase differential positioning for safety–critical navigational applications. The integer bootstrap estimator can provide an analytical probability density function, which enables the precise evaluation of the integrity risk for ambiguity validation. In order to monitor the effect of unknown ambiguity bias on the integer bootstrap estimator, the position-domain integrity risk of the integer bootstrapped baseline is evaluated under the complete failure modes by using the worst-case protection principle. Furthermore, a partial ambiguity resolution method is developed in order to satisfy the predefined integrity risk requirement. Static and kinematic experiments are carried out to test the proposed method by comparing with the traditional ratio test method and the protection level-based method. The static experimental result has shown that the proposed method can achieve a significant global availability improvement by 51% at most. The kinematic result reveals that the proposed method obtains the best balance between the positioning accuracy and the continuity performance. 相似文献
55.
Acta Geotechnica - Complex geological conditions and/or inappropriate shield tunnel boring machine (TBM) operation can significantly degrade both the excavation and safety of tunnel construction.... 相似文献
56.
国家数字地震台数据处理研究 总被引:3,自引:2,他引:1
为了突显被淹没在噪声背景下的有用信息,对国家数字地震台的数据处理方法进行了研究,并用Matlab程序给出了详细的设计过程。 相似文献
57.
重庆市乡村生产空间系统脆弱性时空分异与差异化调控 总被引:4,自引:0,他引:4
脆弱性作为乡村生产空间系统的重要属性,是探讨系统易受负面影响或损害程度的有效度量、解析系统可持续发展趋势的有效途径。以重庆市为研究区,以2007—2017年为研究时段,建立乡村生产空间系统脆弱性评价指标体系和评价模型,以定量测度乡村生产空间系统脆弱性,揭示其时空分异特征,进而划分脆弱性类型并提出差异化调控策略。结果表明:① 乡村生产空间系统脆弱性是系统运行状态的综合度量,包含暴露度、敏感性和适应能力3个要素,其体现了以“人”为核心的乡村多元主体与以“地”为核心的乡村生产空间之间相互影响、相互作用的互动制衡关系。② 乡村生产空间系统暴露度总体呈上升趋势及“局部突出、北高南低”的空间格局特征;敏感性总体呈波动下降趋势及“东高西低”的空间格局特征;适应能力总体呈快速上升趋势及“西高东低”的空间格局特征;脆弱性总体呈下降趋势及“东高西低”的空间格局特征。③ 将重庆市乡村生产空间系统脆弱性划分为适应能力脆弱型、暴露—敏感脆弱型、敏感—适应脆弱型和强综合脆弱型4种类型,并按照“生态优先—分类调控—重点突出—因地施策”原则针对不同类型提出差异化“降脆”策略,以引导乡村生产空间系统可持续发展。 相似文献
58.
最近和即将发生的崩解事件不会削弱埃默里冰架的稳定性 总被引:2,自引:0,他引:2
冰架崩解约占南极物质损耗总量的一半。借助卫星遥感本世纪已经观测到多次大型崩解事件,引发了公众对气候变化问题的广泛关注。然而作为冰架消涨的自然循环,某些崩解事件只是周期性重现而并非近年来南极升温导致。2019年9月-10月,我们通过“哨兵一号”雷达卫星和“京师一号”小卫星完整地记录到发生在埃默里冰架前端的一次大型崩解事件,并利用冰流数值模式模拟了本次以及未来两次即将发生的崩解事件对该冰架的动力学影响。遥感观测表明,埃默里冰架前端发育有两条纵向、两条横向和一条斜向共五条大型裂隙。它们沿尖端继续向上游延伸可以造成三次崩解事件,其中第一次发生于2019年9月末,D28冰山随普里兹湾涡流向西北方向旋转漂移。依据前人推测的崩解周期,我们在模型中设置五组试验,选择露出海面体积、接地面积、冰流通量三个参数估算冰架对三次崩解的响应。结果表明,通过设计合理的网格系统,我们的模型能够捕捉到每次崩解事件释放的物理信号。三次崩解总体响应趋于一致,仅表现出微弱的差异。在一个60年的崩解周期内,三次崩解引发冰流加速70 m/a,前端减薄2 m,接地线退缩60 km2,共约造成40亿吨额外的物质损耗。然而上述变化仍然处于最新卫星估算误差内部,所以我们认为这些崩解事件并不会显著削弱埃默里冰架整体的稳定结构。考虑到这还是首次明确观测到该冰架进入新一轮崩解周期,未来仍必要收集更长时间序列的遥感资料用以验证模式结果。 相似文献
59.
60.
The maximum normal impact resultant force(NIRF)is usually regarded as the sum of the static earth pressure of the dead zone and the dynamic impact pressure of the flowing layer.The influence of the interaction between the flowing layer and dead zone on the impact force is ignored.In this study,we classified two impact models with respect to the pileup characteristics of the dead zone.Then,we employed the discrete element method to investigate the influences of the pileup characteristics on the impact force of dry granular flow on a tilted rigid wall.If the final pileup height is equal to the critical value,the maximum NIRF can be estimated using a hydrostatic model,because the main contribution to the maximum NIRF is the static earth pressure of the dead zone.If the final pileup height is less than the critical value,however,the particles in the dead zone are squeezed along the slope surface by the impact ofthe flowing layer on the dead zone,and because of shear effects,the flowing layer causes an entrainment in the dead zone.This results in a decrease in the volume of the dead zone at the moment of maximum NIRF with increases in the slope angle.As such,the maximum NIRF mainly comprises the instant impact force of the flowing layer,so hydro-dynamic models are effective for estimating the maximum NIRF.Impact models will benefit from further study of the components and distribution of the impact force of dry granular flow. 相似文献