毛乌素沙地臭柏根系分布及根量   总被引：41，自引：5，他引：36  

张国盛  王林和  李玉灵  董智  齐锦秋 《中国沙漠》1999,19(4):378-383

毛乌素沙地臭柏(Sabina vulgaris)灌丛根量、根系直径和分布特征的研究结果表明,臭柏根系分布深度可达2.0 m,水平延伸幅度达灌丛边缘以外1.0 m左右处;其根量主要集中在0~60 cm的土层内,占根系总量的60%~70%,呈倒金字塔型分布。根系直径以< 3 mm的细根居多,占剖面总根量的72%左右,集中分布在0~30cm的土层中。> 7 mm的粗根数量很少,占总根数的0%~5%。臭柏根量和直径分布特征依立地条件及土层深度的不同而异。  相似文献   

概略坐标对GPS PWV解算的影响     

邹海波  易雪婷  单九生  喻迎春 《气象》2017,43(12):1547-1553

利用GAMIT 10.6和2016年第101天至第160天南昌站的GPS观测资料,开展了13组概略坐标变化对GPS PWV解算的影响研究试验(南昌站概略坐标设置以10 m等间距从0~120 m逐渐向西偏移真实坐标)。其结果发现:当概略坐标与实际坐标偏离在60 m以内时,概略坐标的变化对GPSPWV的解算影响不大(长基线的相对误差和均方根残差NRMS分别维持在5.7×10~(-9)和0.24附近);但当概略坐标与真实坐标偏离超过60 m后,概略坐标的变化对GPS PWV的解算有着显著的影响,其中基线相对误差和GPS PWV与探空PWV的标准偏差随概略坐标偏离的增加而快速增大,NRMS和GPS PWV与探空PWV的相关系数也有明显的增加和减小,GPSPWV的成功解算日数则随概略坐标偏离的增加而快速减小(当偏离≥120 m时南昌无GPS PWV生成);概略坐标变化对基线相对误差、GPS PWV精度以及GPS PWV能否被成功解算的影响仅限于本站,某站概略坐标的偏离不会对其他站GPS PWV解算造成明显的影响。  相似文献   

用标贯击数确定抗液化振动挤密砂桩的间距   总被引：2，自引：0，他引：2  

陈国民  王启中 《上海国土资源》1999,(2):25-29

在考虑了抗液化振动挤密砂桩的侧向和竖向加密的同时,又考虑了砂桩的充盈系数对加固作用的影响,从而提出了一种基于抗震规范的液化判别方法,根据标准贯入击数确定抗液化振动挤密砂桩间距的经验关系。  相似文献   

Modelling of pile wave barriers by effective trenches and their screening effectiveness   总被引：2，自引：0，他引：2  

S. E. Kattis  D. Polyzos  D. E. Beskos 《Soil Dynamics and Earthquake Engineering》1999,18(1):78

The three-dimensional problem of isolation of vibration by a row of piles is studied numerically on the basis of a model replacing the row of piles by an effective trench in order to reduce the modelling complexity. The analysis is accomplished with the aid of an advanced frequency domain boundary element method, which is used for both the infilled trench and the soil medium in conjunction with a coupling procedure based on enforcement of equilibrium and compatibility at the trench–soil interface. Linear elastic or viscoelastic material behaviour is assumed for both the piles and the soil. The piles can be tubular or solid and have circular or square cross-section. The vibration source is a vertical force, harmonically varying with time, and the row of piles acts as a passive wave barrier. The effective trench model is constructed by invoking well known homogenization techniques used in the mechanics of fibre-reinforced composite materials, and its accuracy is compared against a rigorous boundary element analysis modelling each pile separately in full contact with the soil medium. On the basis of the effective trench model, the screening effectiveness of a row of piles is studied through parametric studies.  相似文献   

生物中碳氢化合物的结晶(英文)     

Yush.  NP 《地学前缘》1999,6(1):71-78

生物和矿物体系的结构、功能和演化的比较分析与生物有机体中生命矿物的功能令人对生物世界矿物根的存在产生了怀疑。文章提出,应在非生物成因有序碳氢分子体系（硬沥青）中寻找前生物信息结构、基因之祖和原生有机体。前生物有机体的理想模型是纤维状黄绿蛭石,它是按照ＶＬＳ机制在伟晶岩的孔洞中结晶出来的,其形态、结构和成分与生物有机体十分相似。生命世界不是矿物世界转化的产物。生命世界和矿物世界都有共同的来源———非紧密离子分子体系,在该体系中,它们相互和谐作用,以不同的结晶机理发生和发展。生命作为统一的整体,作为复杂碳氢体系结晶作用的完整结果产生和演化,而不是偶然事件巧合或不同成因组分结合的结果。矿物和生物有机体的演化受控于共同的个体发生律。根据纤维状黄绿蛭石晶体的研究而提出的晶质原生有机体模型,消除了在创立统一的自然发生论概念（结构组织、大分子集合、继承机理、手性选择等等）方面的主要分歧和障碍。这就使把解决生命起源问题带入实验模拟层次成为现实  相似文献   

华北地台前寒武花岗岩类、陆壳演化与克拉通形成   总被引：30，自引：12，他引：18  

② 《岩石学报》1999,15(2):1

通过华北前寒武纪花岗岩类的研究,提出英云闪长岩和奥长花岗岩（Ｔ１Ｔ２）代表不成熟陆壳组成,Ｔ１Ｔ２Ｇ１Ｇ２代表半成熟陆壳组成,花岗闪长岩和花岗岩（Ｇ１Ｇ２）代表成熟陆壳组成。讨论了大陆根的形成与性质。识别出华北地台内１０个太古陆核。讨论了中太古代初始陆核、新太古代陆核;新太古代末两个微大陆尺度的陆核的形成;早元古代两个成熟陆核的构造拼合并形成华北克拉通  相似文献   

嵌岩桩理论研究和设计中的几个问题   总被引：27，自引：0，他引：27  

刘树亚  刘祖德 《岩土力学》1999,20(4):86-92

明确嵌岩桩的定义和分类,对嵌岩桩的承载机理、临界嵌入深度、设计理论和数值模拟方法等问题进行讨论,并对未来的工作进行论述。  相似文献   

太湖叶绿素a同化系统敏感性分析   总被引：1，自引：1，他引：0  

李渊  李云梅  吕恒  吴传庆  王珊珊  王永波 《湖泊科学》2015,27(1):163-174

太湖叶绿素a同化系统对于不同参数的敏感性将直接影响到该系统能否精确的估算太湖叶绿素a的浓度分布.利用2009年4月21日环境一号卫星(HJ-1B CCD2)影像数据反演太湖叶绿素a浓度场信息.以此作为背景场信息,结合基于集合均方根滤波的太湖叶绿素a同化系统,分析和评价了样本数目、同化时长、背景场误差、观测误差和模型误差对于同化系统性能的影响.结果表明:从计算成本、系统运行时间和同化效果等方面分析,当集合样本数目达到30~40左右时同化系统取得了较好的结果;同化系统对于背景场误差的估计变化不是很敏感,即初始场的估计是否准确对于同化系统的性能影响不是很大;同化系统对于模型误差和观测误差的变化较为敏感,不同的测试点位由于水体动力学性质不一,其敏感性的表现形式有所差异;利用数据同化方法可以有效地估算太湖叶绿素a浓度.  相似文献   

Deep soil water dynamics in an undisturbed primary forest in central Amazonia: Differences between normal years and the 2005 drought   总被引：1，自引：0，他引：1       下载免费PDF全文

Elisângela Broedel  Javier Tomasella  Luiz Antônio Cândido  Celso von Randow 《水文研究》2017,31(9):1749-1759

Understanding how Amazonian rainforests deal with extended droughts is critical in the face of changing climate. This research analyze the physical properties and the soil water dynamics of a deep soil profile in an area of primary forest in central Amazonia to elucidate these processes under drought and nondrought conditions. Physical soil properties derived from soil cores exhibited a distinctive layer between 480 and 880 cm deep, characterized by higher microporosity and low plant water availability. In situ soil moisture measurements collected during the period from January 2003 through February 2006 and for depths ranging from 10 to 1,430 cm suggest that, in the study site, the top 480 cm of the soil profile satisfied most of the transpirational demands in normal climatological years. However, during exceptionally dry periods, such as the 2005 drought, root uptake occurs below 480 cm. As concluded by previous studies, most of the uptake is concentrated in the first meter of the soil profile: More than 40% of the total demand for transpiration is supplied by the top meter of soil. Because deep root uptake occurred at greater depths than normal during the 2005 drought, our results suggest that this is a fundamental mechanism to cope with prolonged droughts.  相似文献   

The effect of riparian tree roots on the mass‐stability of riverbanks     

Bruce Abernethy  Ian D. Rutherfurd 《地球表面变化过程与地形》2000,25(9):921-937

Plants interact with and modify the processes of riverbank erosion by altering bank hydrology, flow hydraulics and bank geotechnical properties. The physically based slope stability model GWEDGEM was used to assess how changes in bank geotechnical properties due to the roots of native Australian riparian trees affected the stability of bank sections surveyed along the Latrobe River. Modelling bank stability against mass failure with and without the reinforcing effects of River Red Gum (Eucalyptus camaldulensis) or Swamp Paperbark (Melaleuca ericifolia) indicates that root reinforcement of the bank substrate provides high levels of bank protection. The model indicates that the addition of root reinforcement to an otherwise unstable bank section can raise the factor of safety (F _s) from F _s = 1·0 up to about F _s = 1·6. The addition of roots to riverbanks improves stability even under worst‐case hydrological conditions and is apparent over a range of bank geometries, varying with tree position. Trees growing close to potential failure plane locations, either low on the bank or on the floodplain, realize the greatest bank reinforcement. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献