污水渗滤土地处理系统中的复氧方式及效果

复氧是困扰人工快渗、构造湿地等污水渗滤土地处理系统已久的问题。国际上目前采用的方法主要有3种：一是采用干湿交替的工作方式进行系统复氧，一是设置通气管对系统内部进行复氧，再一是利用植物的根系对系统内部进行复氧。研究结果表明，干湿交替的工作方式对系统的复氧条件有明显改善，而小水力负荷周期的工作方式对系统的复氧更为有效。通气管的设置通常与间歇性布水工作方式相结合，其效果通常要明显好于单纯采用干湿交替的工作方式。植物根系对系统的复氧，常因植物不同类型面具有不同的氧传输能力，植物根茎所能到达的范围往往决定了系统有效处理部位的大小。     

不同干燥方法对重塑膨润土压汞试验用土样的影响试验研究

采用风干法、烘干法和冻干法分别对不同含水率的重塑膨润土进行干燥制样,利用压汞试验得到的累积进汞量曲线,对重塑膨润土进行了孔隙尺度划分,根据测试结果对土样孔隙尺度分布特征进行了定量分析。试验结果表明：采用风干法、烘干法和冻干法干燥制样后土体孔隙分布存在较大的差异性,土样的含水率越高,差异越明显;风干法、烘干法干燥土样会引起孔隙收缩,导致土体微孔隙特征的变化,冻干法不会引起孔隙收缩,因而不会导致土体微孔隙特征的变化。由此得出了干燥重塑膨润土制备压汞试验用土样最好的干燥方法是冻干法这一结论     

1951-2005年中国区域气候变化与干旱化趋势

摘 要：利用1951-2006年中国区域160个站的月降水及月平均气温资料,对中国区域近56 a气候要素的变化及其与干旱化联系的事实进行了分析。结果表明：降水减少的地区主要位于我国北方的西北东部、华北及东北;在南方,西南的降水减少趋势与上述地区具有类似特征。气温基本为增温趋势,而西北东部及西南地区气温也在20世纪80年代发生转折性变化,由80年代中期以前的降温趋势转为其后的增温趋势。地表湿润指数分析的结果指出：我国西北东部、华北、东北及西南地区当前正处于一个干旱化过程,但不同地区干湿变化特征及干旱化的持续时间和位相却有差别。     

多次干湿循环后土-水特征曲线的模拟

目前对于土体的干湿循环过程中变形、强度变化规律研究较多,而对经过多次干湿循环后土-水特征曲线的试验研究较少。由于吸力平衡需要时间太长,对干湿循环过程中土-水特征曲线的研究也多限于单次的干湿循环试验。但考虑到实际岩土工程中气候条件的多变性和自然环境的复杂性,一般土体均要经历多次干湿循环,因此,对多次干湿循环后的土-水特性曲线研究显得非常重要。结合已有的试验数据总结脱湿曲线与吸湿曲线随着干湿循环次数的变化规律,通过引入一个与干湿循环次数有关的函数,提出能预测多次干湿循环后土-水特征曲线的方法。本方法仅需土-水特征曲线的首次干湿循环脱湿与吸湿曲线和塑性指数,就可以预测多次干湿循环后的土-水特征曲线。     

The occurrence of Greigite in sediments from Loch Lomond

Greigite has been identified in the sediments of Loch Lomond using X-ray diffraction. Greigite is the dominant magnetic mineral in the oldest sediments recovered, while magnetite predominates in the younger sediments which had previously been used for palaeomagnetic secular variation studies. A layer of sediment in between these two magnetic mineral regimes has very low magnetic concentrations, probably as a consequence of magnetite dissolution associated with sulphide rich pore-waters produced at the time of a marine incursion. The greigite largely oxidises once the sediment is exposed to air, but if freeze dried the greigite becomes surprisingly stable. Following freeze drying the greigite can be heated to 280°C in air before it alters and loses its strong ferrimagnetic properties.     

Temporal fluctuations of water repellency in forest soils of Galicia,NW Spain. Do soil samples dried at laboratory reflect the potential soil water repellency?

Water repellency is a widespread property of Pinus pinaster and Eucalyptus globulus forest soils in NW Spain and is particularly severe during the summer dry conditions. The aim of this work was to compare actual water repellency at field‐moist samples with potential water repellency after drying at 25 and 105 °C in samples collected at different times of year under four forest soils. Also, we investigated whether drying at 25 or 105 °C led to repellency values comparable to the highest levels reached under field conditions in the summer with a view to developing an appropriate sampling protocol towards estimating the maximum possible water repellency of a given soil as a key to establishing its environmental effects. The actual and potential water repellency was determined by using the water drop penetration time (WDPT) and molarity of an ethanol drop (MED) tests. Clear seasonal patterns of water repellency were observed from the results for the four forest soils, peaking in the dry period and disappearing after prolonged wet periods. Water repellency lasts longer in sandy loam soils than in more finely textured soils, and also under eucalyptus than under pine forests. Drying soil samples at 25 or 105 °C increased water repellency, as measured with the WDPT method, in the four soils, but especially in the non‐repellent samples collected during the wet period. The increase was more marked in the sandy loam soils than in the more finely textured soils, and also after drying at 105 °C than at 25 °C. MED measurements exposed a common trait in the four soils; thus, the water repellency values obtained under field conditions in summer invariably exceeded those obtained after drying at 25 or 105 °C. In addition, the repellency values for dried samples collected in the wet period were never comparable to the maximum levels observed under field conditions in the summer. Copyright © 2011 John Wiley & Sons, Ltd.     

复杂边界及实际地形上溃坝洪水流动过程模拟

建立了基于无结构三角网格下采用有限体积法求解的二维水动力学模型,用于模拟溃坝洪水在复杂边界及实际地形上的流动过程。该模型采用Roe格式的近似Riemann解计算界面水流通量,结合空间方向的TVD-MUSCL格式及时间方向的预测-校正格式,可使模型在时空方向具有二阶计算精度。模型中引入最小水深概念,提出了有效的干湿界面处理方法。模拟了理想条件下溃坝水流过程,研究不同最小水深取值对干河床上洪水演进的影响,并用两组简单溃坝水流的水槽试验资料对模型进行验证。采用该模型模拟了实际溃坝洪水的流动过程,所得计算结果与实测资料及已有模型计算结果较为符合。     

The impact of cyclic wetting and drying on the swelling behaviour of stabilized expansive soils

Black cotton soil (BCS) deposits, stabilized with waste materials-wood-ash and organic matter (leaves, grass, etc.) exist in BCS areas of North Karnataka, India. These ash-modified soils (AMS) are apparently stabilized by hydrated lime produced by biochemical, dissolution, and hydration reactions. The influence of cyclic wetting and drying on the swelling behaviour of wood-ash-modified BCS and laboratory lime-treated BCS specimens are examined in this study. Such a study is required to assess the long-term behaviour of chemically stabilized soils in geotechnical applications. Cyclic wetting and drying caused the AMS specimens to become more porous and less saturated. Consequently, the cyclically wetted and dried (or desiccated) AMS specimens collapsed significantly at the experimental flooding pressures. The beneficial effects of lime-stabilization of the BCS specimens were also partially lost in cyclically wetting and drying them. The clay contents of the lime-treated BCS specimens increased on cyclic wetting and drying. The increased clay contents in turn, affected their Atterberg limits and swell–shrink potentials. Partial loss of inter-particle cementation, increased porosity, and reduced degree of saturation, also imparted small to moderate collapse potentials to the desiccated lime-treated BCS specimens.     

粘土干湿循环中裂缝演变过程的数值模拟

在非饱和土简化固结理论基础上,对粘土在干湿过程中,表面裂缝从形成、发展到闭合的发展过程进行了数值模拟,模拟结果说明,本文采用的基于非饱和简化固结理论的计算方法是可行、实用的.     

微波干燥法快速测定湖盐的水不溶物

简述了盐业生产过程中水不溶物检测方法对实现工业盐生产质量过程控制的影响,提出微波加热快速测定工业盐产品中的水不溶物的方法,通过实验证明,该方法简便迅速,具有很强的实用性。