宁夏及邻区地震活动能量场时空变化特征

运用随机函数理论,将宁夏及邻区地震活动能量场看作时间和空间的随机函数,用自然正交函数展开方法,系统研究宁夏及邻区主要典型能量场的时间权重系数变化曲线以及典型能量场的空间等值线图。结果发现,目标曲线较大幅度的升、降变化预示了可能发生中强地震的时间段,而等值线图的高值变化（危险区）对应了可能发生中强地震的区域。     

北半球500 hPa位势高度场时空频谱特征分析

利用1979～2004年NCEP2再分析资料,对逐日的北半球(20°N～90°N) 500 hPa的位势高度进行二维傅里叶的谱展开,并分析了不同波数下的谱展开系数的频域特征.对全年序列分析的结果表明:当纬向波数k和经向波数l均为0时,其谱展开系数表现为显著的低频(10～30天)变化特征;当经向波数l=0时,其谱展开系数...     

元白咏物诗的题材特点

咏物诗发展到唐代,题材不断扩展,元稹、白居易是其中有意识地拓展咏物诗题材的重要诗人。元白咏物诗分为咏动物、植物、器物、建筑、天文、地理、食物等8类,题材延伸到生活的各个领域,突出特点是拓展了对私人空间的描摹,对时政领域的抒写,形式方面也有突破,采用了寓言诗、一诗咏二物、组诗等表现手法。元稹、白居易在咏物诗的题材开拓上做出了贡献。     

纤维对石灰改良膨胀土性质的影响分析

首先对膨胀土基本性质做了试验分析,通过天然膨胀土和掺人纤维前后的石灰土的击实试验,得出了掺人少量纤维对石灰土的最优含水率和最大干密度影响很小.通过有荷膨胀率试验,得出了纤维能够抑制石灰土的膨胀性,纤维掺人量在0.05%～0.1%之间时,线膨胀率随纤维掺人量的增多而降低显著,在0.1%～0.2%之间时降低幅度减小.由无侧...     

浮基多体系统在波浪中展开的数值模拟

浮基多体系统在波浪中展开过程的顺序与快慢对系统的运动响应和连接处的力矩有较大影响。介绍了建立在齐次矩阵方法基础上的浮基多体系统时域运动求解,并对一具体浮基系统进行了建模和数值模拟,分析了上部机构以一定规律快速展开和慢速展开时系统的运动响应。结果表明,把齐次矩阵方法引入浮基多体系统的求解领域,其符号推导方便,运动学和动力学方程表达式变得相当简洁,而且编制程序也相对简便快捷。在相同波浪周期的情况下,多体系统的最大横摇角响应与波高正相关;在相同波高情况下,长周期的最大横摇响应要比短周期小;相对于波周期,波高对系统横摇响应的影响要大的多。     

新疆绿洲城市空间扩展特征及其驱动力分析

 绿洲城市是绿洲人类生产、生活的集聚中心,也是人地关系最为敏感的区域。研究绿洲城市空间扩展及其动力机制对掌握干旱区城市空间扩展规律,因势利导地引导城市向合理的空间形态模式演进,促进绿洲城市的可持续发展具有重要意义。以新疆17个绿洲城市为研究对象,利用1990、2000年和2007年Landsat遥感影像,运用GIS空间分析和统计分析,深入探讨了干旱区绿洲城市近20 a城市空间扩展特征及其驱动机制。结果表明:①天山北坡经济带绿洲城市空间扩展速度与强度较高,东疆和南疆地区绿洲城市相对较低。相对于中东部城市,新疆绿洲城市扩展强度较小,速度较慢。②位于山前凹陷带、山前盆地或地形复杂老绿洲城市分维数较高,紧凑度较低; 平原绿洲城市分维数较低,结构紧凑。③新疆绿洲城市空间扩展的主要驱动力是人口增长、经济发展、交通基础设施的建设、资源以及政策规划。     

干旱区典型绿洲耕地扩张及其人文驱动研究——以新疆且末绿洲为例

近年来,在全国耕地面积持续减少的背景下,西北干旱区耕地呈扩张趋势,现有研究关注其自然因素驱动力,对人文因素驱动力,特别是灌溉设施和方式、政策、经济利益和市场导向等因素关注较少。选取干旱区典型绿洲——且末绿洲,采用最大似然法和人机交互式分类相结合的方法从1972,1990,2001,2011年影像中提取耕地信息,结合统计学方法分析且末绿洲耕地变化的时空趋势、耕地复种指数的动态变化;在充分考虑人口因素的前提下,增加灌溉设施和方式、政策、经济利益和市场导向等因素,探讨了绿洲耕地扩张的人文驱动力。研究结果表明:1970年以来,且末绿洲耕地面积时增时减,总体呈增长趋势;耕地复种指数波动上升;人口增长、灌溉设施和方式、政策、经济利益和市场等因素在不同阶段以不同方式影响着该绿洲耕地面积的扩张。政策、经济利益和市场因素是近10年绿洲耕地迅速扩张的主要驱动因素。     

Morphodynamics of a 1000‐year flood in the Kamp River,Austria, and impacts on floodplain morphology

This paper investigates the impact of a 1000‐year flood in August 2002 on floodplains and valley morphology of an Austrian mixed alluvial bed rock river. Discharges with a recurrence interval between 500 and 2000 years caused distinctive overbank scouring and material deposition in the floodplains. After the 1000‐year flood, those morphologically affected areas were at random intervals documented over the whole longitudinal profile. In addition to overbank erosion in curved sections (cut‐offs), the river bed locally widened, floodplain stripping occurred and local overbank scours were documented along straight parts of the river. A hydrodynamic‐numerical model, combined with field measurements, was used to analyse the cause of these erosional landforms. Based on the modelled hydraulic conditions for a one‐year flood (30–78 m³ s^–1) and the catastrophic 2002 event (700–800 m³ s^–1), the numerical results allowed a cause‐effect study with 19 parameters. Deterministic and statistical analysis (ANOVA, discriminant analysis) showed that the morphodynamic effects of the 2002 flood were influenced by the variability of valley morphology of the Kamp River, which led partially to supercritical flow during flood constriction. These processes were in some cases also anthropogenically influenced. Lateral constriction and expansion of the valley geometry over short distances led to scouring and aggradation within the inundated areas during the event. These morphological features were therefore responsible for the elongated scour holes in the floodplains. Copyright © 2009 John Wiley & Sons, Ltd.     

Optimization and capacity expansion of a water distribution system

This paper develops an iterative procedure for capacity expansion studies for water distribution systems. We propose a methodology to analyze an existing water distribution system and identify the potential bottlenecks in the system. Based on the results, capacity expansion alternatives are proposed and evaluated for improving the efficiency of water supply. The methodology includes a network flow based optimization model, four evaluation indices, and a series of evaluation steps. We first use a directed graph to configure the water distribution system into a network. The network flow based model optimizes the water distribution in the system so that different expansion alternatives can be evaluated on a comparable basis. This model lends itself to linear programming (LP) and can be easily solved by a standard LP code. The results from the evaluation tool help to identify the bottlenecks in the water distribution system and provide capacity expansion alternatives. A useful complementary tool for decision making is composed of a series of evaluation steps with the bottleneck findings, capacity expansion alternatives, and the evaluation of results. We apply the proposed methodology to the Tou-Qian River Basin, located in the northern region of Taiwan, to demonstrate its applicability in optimization and capacity expansion studies.     

On the cumulant expansion up scaling of ground water contaminant transport equation with nonequilibrium sorption

The laboratory-scale ground water transport equation with nonequilibrium sorption reaction subjected to unsteady, nondivergence-free, and nonstationary velocity fields is up-scaled to the field-scale by using the ensemble-averaged equations obtained from the cumulant expansion ensemble-averaging method. It is found that existing ensemble-averaged equations obtained with the help of the cumulant expansion method for the system of linear partial differential equations are not second-order exact. Although the cumulant expansion methodology is designed for noncommuting operators, it is found that there are still commudativity requirements that need to be satisfied by the functions and constants exist in the coefficient matrix of the system of ordinary/partial differential equations. A reversibility requirement, which covers the commudativity requirements, is also proposed when applying the cumulant expansion method to a system of partial differential equations/a partial differential equation. The significance of the new velocity correction obtained in this study due to the applied second-order exact cumulant expansion is investigated on a numerical example with a linear trend in the distribution coefficient. It is found that the effect of the new velocity correction can be significant enough to affect the maximum concentration values and the plume center of mass in the case of a trending distribution coefficient in a physically heterogeneous environment.