水稻覆膜节水种植对NO排放的影响

为保障粮食安全和节约水资源,水稻覆膜节水技术正越来越多地被农业生产部门运用到水稻生产中。但是,与传统种植模式(采用淹水与烤田相结合的间歇灌溉)相比,水稻覆膜节水种植模式通过改变土壤条件,引起稻田生物地球化学过程变化,进而使得大气环境污染性气体一氧化氮(NO)的排放发生变化。为了定量研究两种种植模式的NO排放差异及其关键控制因子,采用静态暗箱—化学发光法,对不同种植模式下两种施肥条件(常规施肥与无氮肥对照)的水稻—休耕系统NO排放通量及其环境因子进行了原位周年观测。结果表明,水稻生长季NO排放主要发生在中期烤田阶段,覆膜节水种植模式的NO通量多高于常规淹水种植模式,水稻生长季NO排放系数分别为0.12%和0.016%,主要原因是覆膜节水种植模式提高了土壤温度和氧化还原电位。在休耕季,两种种植模式的NO排放都与土壤湿度呈显著负相关。覆膜节水种植模式全年NO排放有大于传统种植模式的趋势,其排放系数分别为0.15%和0.032%,但需时间更长地点更多的试验研究加以证实。     

登陆热带风暴Bilis（2006）暴雨特征及其可能原因

利用NCEP/NCAR 1°×1°格点再分析资料、FY-2C TBB（black bright temperature）资料及中国740站降水资料,对0604号强热带风暴Bilis登陆后的暴雨特征及其可能原因进行诊断分析,结果表明：（1）Bilis登陆过程中强降水中心位于风暴中心西北侧沿岸,主要影响福建和浙江两省;进入内陆后强降水中心向风暴中心以西转移,最后在风暴中心西南侧聚集,主要影响广东东北部、福建、江西和湖南南部。（2）西北太平洋副热带高压的稳定少动为Bilis陆上西行过程中产生持续性降水提供了稳定的背景场。（3）Bilis西南部季风环流的发展增强为Bilis登陆后强降水的产生提供了必要的水汽条件。（4）涡合并和自激增长形成的中尺度系统与风暴涡旋的相互作用,是Bilis登陆后产生强降水的可能机制。     

玉米螟越冬死亡率的气象条件及其预报模型研究

根据1994-2004年黑山气象资料和玉米螟越冬期资料,采用通径分析方法,对玉米螟越冬期的气象条件与死亡率的关系进行分析,建立了4月和5月死亡率的预报模型。结果表明：玉米螟受3-5月的气象因子影响较大,死亡率明显高于越冬前的死亡率,建立的模型能够反映玉米螟越冬期气象条件与死亡率的响应关系,可在实际预报业务中作为参考依据。考虑越冬前死亡率的预报拟合率明显高于不考虑越冬前死亡率的模拟结果,说明在对玉米螟进行预报时,只考虑气象因子,不考虑虫源基数是不全面的。     

丝绸之路沿线的兰州城市空间演变及其影响因素

丝绸之路沿线的城市是丝绸之路文明演变的聚焦和投影,研究历史时期丝绸之路沿线城市空间演变及影响因素是理解丝绸之路沿线城市发展的有效视角,对解释丝绸之路沿线人地关系规律具有科学意义.本研究以兰州市作为丝绸之路沿线典型城市,以历史文献资料为基础,结合空间分析技术对历史时期兰州城市空间演变及其影响因素进行分析,得出以下结论:丝...     

On the homeostasis and bistability on a Gaian planet

Geochemical disequilibrium of Earth's atmosphere is a sign of life. The fact that Earth's atmosphere is just right for life led Lovelock to propose the Gaia hypothesis: life itself regulates the environment on planetary scale in order to maintain habitability. This hypothesis is supported by the so-called Daisyworld parable, which illustrates a possible mechanism for such a self regulation. Here we revisit Daisyworld and challenge some of its conclusions from a closer examination of the model. We find that even within this simple, conceptual model of a Gaian planet there are regimes where climate is less homeostatic than on a dead planet. Furthermore, in other regimes, bistability between two climate states is found to exist due to the presence of life. This indicates that even if the Gaian stability might describe life in some planetary conditions, it need not be generic to all inhabited planets.     

Safety factor nomograms for homogeneous earth dams less than ten meters high

Homogeneous earth dams that are waterproofed with geomembranes are a suitable option for storing water and other sorts of liquids, like leachates from landfills. Such dams do not require complicated engineering technical calculations, their cost is usually low and they are not difficult to construct. To ensure the geotechnical safety of the dam, the slopes of the embankment must be correctly designed and constructed. This paper provides a set of nomograms which allow the user to get the safety factor of the slopes immediately. In some cases, it is only necessary to know previously the material classification according to the Unified Soil Classifications System. From this information it can be determined whether the material is appropriate or not. If the material classification is not available, geotechnical data of the material used in the construction of the embankment are needed. Examples of the application of nomograms are presented. Secondly, the paper includes a set of equations to calculate quickly the safety factor of a slope of earth upper than 7.5 m height.     

Trees, lateral shrinkage and building damage

This article presents the study conducted and the actions taken to stabilise the foundations of 25 low-rise (two/three-storey) buildings in Alcázar de San Juan (Ciudad Real, central Spain). Owing to the immediate attention required, it was decided that the study would focus on procuring a synthetic model that would be able to provide a satisfactory explanation for the tendency of the movements, overlooking the detailed model of each building. This analysis pointed out that the mobilisation was probably due to both the shrinkage caused by the existing trees during the dry-growing seasons, and to the loss of lateral confinement caused by the excavation of a service trench adjacent to the footings of the buildings. In keeping with this mechanism, stabilization was carried out by transplanting the trees growing near the damaged buildings and installing a line of piles to provide lateral support to the footings. The evolution of the damage was therefore stopped.     

东秦岭金堆城大型斑岩钼矿床同位素及元素地球化学研究

文章系统研究了金堆城钼矿床的含矿钾长斑岩、围岩、矿石、矿石中的黄铁矿及矿化围岩的地球化学特征,深入探讨了矿区成矿物质的来源.金堆城含矿斑岩的稀土元素分布和特征地球化学参数显示,金堆城含矿斑岩富集LREE(LaN/YbN=540～1684),轻、重稀土元素分馏较明显,Eu异常不明显或无Eu异常(δEu=070～096).矿石中黄铁矿富集LREE(LaN/YbN=315～2628),具有弱的Eu负异常,无Ce异常(δEu=064～081, δCe=088～103),并与金堆城含矿钾长斑岩和矿石具有一致的球粒陨石标准化配分曲线和特征的地球化学参数,显示金堆城钼矿床的成矿物质来源与钾长斑岩同源.矿床铅、硫、碳和氢-氧同位素地球化学综合研究表明,成矿物质来源于深部,与钾长斑岩同源.围岩在矿化和蚀变过程中元素的迁移计算结果表明,在热液成矿过程中Mo随成矿流体加入到围岩并使围岩发生蚀变和矿化.钼矿床的成矿物质主要来自钾长斑岩,围岩不提供成矿物质.金堆城含矿斑岩和钼矿化的发生处于秦岭造山带在中新生代的挤压-伸展转变期,受板片断离作用和壳幔边界附近发生的基性岩浆底侵作用影响,加厚的华北地块南缘下地壳物质发生熔融形成花岗质岩浆,并沿构造薄弱带上升到浅部侵位,形成金堆城等同熔型斑岩和斑岩型矿床.     

浮基多体系统自激运动响应的时域分析方法

浮基多体系统上部机构作业时不仅存在多体系统内部各物体间的耦合作用 ,还存在浮基与流场间的耦合作用。本文将浮基在流场中引起的辐射势表示为浮基加速度与时域规范化速度势乘积的卷积形式 ,导出流体动压力及静水系泊恢复力与浮基运动的关系。使用多刚体力学的凯恩方法得到系统的动力学方程。最后给出了在时域中数值求解系统运动响应的具体步骤     

Roughness effect on the correction factor of surface velocity for rill flows

Flow velocity is one of the most important hydrodynamic variables for both channelized (rill and gullies) and interrill erosive phenomena. The dye tracer technique to measure surface flow velocity V_s is based on the measurement of the travel time of a tracer needed to cover a known distance. The measured V_s must be corrected to obtain the mean flow velocity V using a factor α_v = V/V_s which is generally empirically deduced. The V_s measurement can be influenced by the method applied to time the travel of the dye-tracer and α_v can vary in different flow conditions. Experiments were performed by a fixed bed small flume simulating a rill channel for two roughness conditions (sieved soil, gravel). The comparison between a chronometer-based (CB) and video-based (VB) technique to measure V_s was carried out. For each slope-discharge combination, 20 measurements of V_s, characterized by a sample mean V_m, were carried out. For both techniques, the frequency distributions of V_s/V_m resulted independent of slope and discharge. For a given technique, all measurements resulted normally distributed, with a mean equal to one, and featured by a low variability. Therefore, V_m was considered representative of surface flow velocity. Regardless of roughness, the V_m values obtained by the two techniques were very close and characterized by a good measurement precision. The developed analysis on α_v highlighted that it is not correlated with Reynolds number for turbulent flow regime. Moreover, α_v is correlated neither with the Froude number nor with channel slope. However, the analysis of the empirical frequency distributions of the correction factor demonstrated a slope effect. For each technique (CB, VB)-roughness (soil, gravel) combination, a constant correction factor was statistically representative even if resulted in less accurate V estimations compared to those yielded by the slope-specific correction factor.