1961-2018年西南地区夏季干旱变化特征及其与环流异常的联系

利用1961—2018年中国西南地区312站降水观测资料、NCEP/NCAR再分析资料及海表温度资料,采用夏季SPI(Standardized Precipitation Index)指数作为干旱指数,研究了西南地区夏季干旱变化特征及其与环流异常的联系。结果表明:西南地区夏季总体呈现变干趋势,尤其在云南、四川东南部干旱化趋势显著。当西南地区夏季显著干旱时,该地区对流层低层辐散、上层辐合,且向该地区的水汽输送偏少。造成西南地区干旱维持的原因可归结为大气波动活动异常和海温异常强迫。前者通过西风带扰动向下游的能量频散,为西南地区低层辐散、上层辐合的环流异常的形成和维持提供了必要的扰动能量积聚;后者通过热带西北太平洋异常热源对大气的强迫,使得该地区对流层低层(上层)形成异常辐合(辐散),在西南地区和热带西北太平洋形成了斜向垂直环流,使西南地区受下沉气流控制,从而形成了利于降水显著偏少和干旱发生并维持的条件。     

水对土质边坡的稳定性影响分析

首先论述了地下水对边坡稳定性的影响因素,水对土质边坡的影响作用,接着推导出了考虑水作用影响的边坡安全系数计算公式,最后指出应用动态的观点来研究边坡体内的地下水作用.     

工程结构三维疲劳裂纹最大应力强度因子计算

介绍了裂纹的类型、裂纹尖端应力场的奇异性。以一维问题为例,推导论证了奇异单元能够很好的反映裂纹尖端应力场的奇异性。应力强度因子一般表达式表明应力强度因子与载荷呈线性关系,并依赖于物体和裂纹的几何形状和尺寸。本文借助大型通用有限元软件ANSYS,采用位移外插法计算了三维表面裂纹前沿不同位置处的应力强度因子,并与《应力强度因子手册》基于实验的理论公式计算结果相比较。结果表明:有限元结果与理论解误差较小,裂纹最深处应力强度因子最大。     

漳州市山体滑坡主要影响因素分析

对漳州市区域内近十几年来所发生滑坡的地质灾害点进行调查研究,提出了漳州地区山体滑坡主要受地形、地质、气象和人类工程活动因素的综合影响。一般地形坡度在25°～50°,坡型为阶梯型、人工边坡无支挡,土质边坡坡度大于70°与坡高大于4m者,连续10d内降雨量在170mm以上,且日降雨量在100mm的强降雨时,发生滑坡的概率,达71.7%。故此,降雨量170mm以上、日降雨量大于或等于100mm时,可作为漳州市地质灾害预警预报的指标。     

不同地表覆盖下SPOT-7影像大气校正方法研究

针对不同的地物覆盖类型,分析和评价了适用于SPOT-7卫星数据的大气校正方法,为其遥感定量研究和应用提供思路和参考.在河南省嵩山地区进行了同步观测实验,获取了SPOT-7卫星影像并进行大气校正处理,地面同步测量了大气光学特性和典型地物样区光谱,计算了地物样区在影像上的反射率和植被指数,分析了不同地物覆盖类型下大气校正模...     

温度植被干旱指数(TVDI)在复杂山区干旱监测的应用研究

对地观测卫星(EOS)中分辨率成像光谱仪(MODIS)传感器因具有高时间分辨率、高光谱分辨率、适中的空间分辨率等特点,非常适合大范围、长时期、动态的干旱监测。本文选取云南省红河州地区为研究对象,利用MODIS植被指数和陆地表面温度产0品建立高原多山地区NDVI- T_s空间,并由此建立了复杂山区的温度植被干旱指数(TVDI)。利用该方法检测2006年3、4两个月的云南省红河地区的地表干旱情况,同时结合当地气象局信息和野外同步观测的表层土壤温度、湿度数据对该指标进行定量验证,结果表明,TVDI与土壤湿度显著相关,该方法可以用来对大区域干旱进行检测,能很好的用于山区的干旱预警与监测。     

向海湿地自然保护区鸟类多样性评价方法的比较研究

鸟类多样性是评价湿地生态环境质量极其敏感的指标。向海湿地自然保护区地处半干旱区,受气候和人为影响,生态环境变化极为剧烈,因此,寻求一种行之有效且简单易行的鸟类多样性评价手段,对于及时了解湿地生态环境质量的动态变化信息,提出湿地和鸟类多样性的管理和保护对策至关重要。稀疏标准化法是一种建立在物种-面积关系上的生物多样性评价方法,主要用于区域尺度上的生物多样性评估。运用改进的稀疏标准化程序,利用多年调查和收集的鸟类数据,来评价和分析向海自然保护区鸟类多样性及其变化,结合香农-威纳多样性指数和均匀度指数,分析了两种方法获取结果的相关性。评估结果表明:稀疏标准化法获取的鸟类多样性和均匀度信息与传统的香农-威纳多样性指数和Pielou均匀度指数间具有显著的相关关系,可以用于鸟类的多样性和均匀度评价,且具有科学、直观、运算简捷、快速等优势。     

Numerical analysis of the effect of natural microcracks on the supercritical CO2 fracturing crack network of shale rock based on bonded particle models

The problem of predicting the geometric structure of induced fractures is highly complex and significant in the fracturing stimulation of rock reservoirs. In the traditional continuous fracturing models, the mechanical properties of reservoir rock are input as macroscopic quantities. These models neglect the microcracks and discontinuous characteristics of rock, which are important factors influencing the geometric structure of the induced fractures. In this paper, we simulate supercritical CO₂ fracturing based on the bonded particle model to investigate the effect of original natural microcracks on the induced‐fracture network distribution. The microcracks are simulated explicitly as broken bonds that form and coalesce into macroscopic fractures in the supercritical CO₂ fracturing process. A calculation method for the distribution uniformity index (DUI) is proposed. The influence of the total number and DUI of initial microcracks on the mechanical properties of the rock sample is studied. The DUI of the induced fractures of supercritical CO₂ fracturing and hydraulic fracturing for different DUIs of initial microcracks are compared, holding other conditions constant. The sensitivity of the DUI of the induced fractures to that of initial natural microcracks under different horizontal stress ratios is also probed. The numerical results indicate that the distribution of induced fractures of supercritical CO₂ fracturing is more uniform than that of common hydraulic fracturing when the horizontal stress ratio is small.     

Impact of soil and water conservation measures on catchment hydrological response—a case in north Ethiopia

Impact studies of catchment management in the developing world rarely include detailed hydrological components. Here, changes in the hydrological response of a 200‐ha catchment in north Ethiopia are investigated. The management included various soil and water conservation measures such as the construction of dry masonry stone bunds and check dams, the abandonment of post‐harvest grazing, and the establishment of woody vegetation. Measurements at the catchment outlet indicated a runoff depth of 5 mm or a runoff coefficient (RC) of 1·6% in the rainy season of 2006. Combined with runoff measurements at plot scale, this allowed calculating the runoff curve number (CN) for various land uses and land management techniques. The pre‐implementation runoff depth was then predicted using the CN values and a ponding adjustment factor, representing the abstraction of runoff induced by the 242 check dams in gullies. Using the 2006 rainfall depths, the runoff depth for the 2000 land management situation was predicted to be 26·5 mm (RC = 8%), in line with current RCs of nearby catchments. Monitoring of the ground water level indicated a rise after catchment management. The yearly rise in water table after the onset of the rains (ΔT) relative to the water surplus (WS) over the same period increased between 2002–2003 (ΔT/WS = 3·4) and 2006 (ΔT/WS >11·1). Emerging wells and irrigation are other indicators for improved water supply in the managed catchment. Cropped fields in the gullies indicate that farmers are less frightened for the destructive effects of flash floods. Due to increased soil water content, the crop growing period is prolonged. It can be concluded that this catchment management has resulted in a higher infiltration rate and a reduction of direct runoff volume by 81% which has had a positive influence on the catchment water balance. Copyright © 2010 John Wiley & Sons, Ltd.