江苏及近海地区构造环境剪应力场的跟踪分析

利用江苏数字地震台网近两年记录的 85个中、小地震数字资料 ,调整了计算参数 ,继续对我省及邻近地区的环境剪应力场作了追踪计算。得出我省及邻区、近海地区几个应力值相对较高的需要注意的地区。     

LABORATORY TESTS OF EROSION DEPENDENCE ON PROPERTIES OF SOILS AND RAINFALL1

ABSTRACT: One hundred and sixty-two rainfall-induced soil erosion tests were conducted to assist in predicting soil loss and subsequent increase in total suspended solids leaving a highway construction site during a rainfall event. A rainfall simulator and a water flume were constructed for the tests. Soil shear strength, compressive strength, rainfall intensity, and soil bed slope were treated as variables during the experiments. The soil with a higher shear strength resisted soil erosion better than lower strength soils. Soil loss was nearly independent of shear strength at low rainfall intensity but at high intensities, the shear strength was more important in resisting soil loss. Lower soil loss can be expected for cohesive soils if the compressive strength is high.     

Comments on “turbulent velocity profile in fully-developed open channel flows”

In a recent paper published in this journal, Bonakdari et al. (Environ Fluid Mech 8:1–17, 2008) presented a new formulation of the vertical velocity profile in the central portion of steady fully developed turbulent open-channel flows which is based on an analysis of the Navier–Stokes equations. The predicted mean streamwise velocity profiles presented by the authors represent dip phenomenon (maximum velocity below the free surface). The discusser would like to point out some contradictions and an error in the main demonstration. This error appears in the right-hand side term of the main Eq. 22 (Environ Fluid Mech 8:1–17, 2008) in the parameter α. Our corrected demonstration shows that α is equal to and not to as obtained by the authors (Environ Fluid Mech 8:1–17, 2008). The values of α used by the authors are under-estimated by 1, this difference has a significant effect on velocities and therefore will involve a difference between measured and predicted velocity profiles. Finally, the assumption of at the free surface is in contradiction with predicted velocity profiles.     

The impacts of Robinia pseudoacacia litter cover and roots on soil erosion in the Loess Plateau,China

The impacts of vegetation on soil erosion are closely associated with the combined effects of above- and below-ground components. In this study, we explore the effects and contributions of Robinia pseudoacacia litter cover and roots on soil erosion. Experiment sites under natural conditions with vegetation cover, plant roots and bare ground plots were investigated for overland flow discharges of 0.5, 1.0 and 2.0?L?s^?1 and slope gradients of 8.7%, 17.6%, 26.8%, 36.4% and 46.6%. Results indicate that litter cover and roots have a significant impact on sediment reduction; soil loss was reduced by about 57% and plant roots had a greater impact on the reduction of soil erosion than litter cover. The combination of litter cover and plant roots had a significant effect on decreasing K_r, increasing τ_c and consequently strengthening soil resistance capacity to erosion. When plants and roots existed on the slopes, K_r decreased by 81% and 66%, and τ_c increased by 319% and 246%, respectively, in comparison with bare slopes. These results illustrate the importance of high-forest in controlling soil erosion by quantifying the specific contributions of litter cover and plant roots in erosion reduction in the Loess Plateau.     

固结时间对软粘土动剪切模量的影响

随着固结时间的增加,试样逐渐变硬的硬化效应使软粘土的动剪切模量增大;同时,随着固结时间的增加,试样高度和直径明显减小的尺寸效应,也使软粘土的动剪切模量受到显著的影响。通过软粘土自振柱试验,分析了固结时间对软粘土的最大动剪切模量、动剪切模量比和试样尺寸的影响;根据自振柱试验的基本原理,分析了试样尺寸的变化对软粘土动剪切模量的影响;结合试验得到的固结时间和试样尺寸的关系,分析了固结时间通过试样尺寸对软粘土动剪切模量的影响。     

不同染料化合物在天然锰矿界面的脱色特性

本文考察了染料化合物在天然锰矿界面脱色特性,并探讨溶液ｐＨ值、环境温度、不 照射及颗粒物浓度和粒径对脱色效果的影响。实验表明,溶液ｐＨ值是影响染料脱色效果的最主要因素,光照对不同染料化合物脱色有不同程度的影响。颗粒物浓度升高及粒径降低有利于染料脱色,温度升高,直接耐晒红Ｆ３Ｂ脱色率提高,将不同温度下,该染料脱色率随时间的变化按一级反应动力学方程模拟,再依据阿累尼乌斯方程,求得直接耐晒红Ｆ３Ｂ在天然     

颗粒体材料在压缩位移控制加载条件下的力学行为及界面参数对它的影响

采用连续介质快速拉格朗日分析程序(FLAC),模拟了颗粒体材料在压缩位移控制加载条件下的力学行为及破坏过程.颗粒及它们之间的界面被离散为尺寸相同的单元.颗粒被视为各向同性的弹性材料,而界面被视为弹性-应变软化-理想塑性材料.界面完全破坏之后,其内聚力为零而内摩擦角不为零,因而适于模拟颗粒之间的摩擦行为.在双轴压缩条件下...     

玉裂废水粘度对二氧化锰臭氧催化氧化处理特性的影响

通过FT-IR和GC—MS检测分析,表明了压裂废水中有机物主要以苯环结构为主的芳香类化合物和其他杂环化合物,苯环及杂环上的主要官能团包括酮、酯、羧酸、醛、酚、氨基等。同时,压裂废水中的粘度为常规水粘度的2～3倍。针对压裂废水高粘度和高COD污染水质特征,实验研究了压裂废水二氧化锰臭氧催化氧化处理特性以及粘度对处理效果的影响,研究结果表明,在粘度较高（2．2×10-3 Pa·s）压裂废水中,投加的化学药剂很难扩散,羟基自由基·OH的利用效率较低,处理效果较差。通过投加过硫酸钾（5g／L）降粘后,可在很大程度上提高二氧化锰臭氧催化氧化的处理效果。通过对压裂废水中有机物分子量分布、FT-IR分析以及GC—MS分析可知,二氧化锰臭氧催化氧化处理压裂废水是通过激发羟基自由基,破坏水中有机物极性和有机物化学构造,将复杂长链有机物转变为简单有机物,其出水COD可达到国家污水综合排放标准中的二级排放标准。     

典型危险废物的工程力学特性

掌握填埋废物的工程力学特性是确保危险废物填埋堆体稳定性的重要前提条件,因此,针对6种典型危险废物的工程力学特性开展了调查研究.研究结果表明,污泥类危险废物的含水率和有机质含量远高于非污泥类危险废物,而前者的比重则显著低于后者.污泥类危险废物的渗透系数相对较小,比污染土壤和飞灰炉渣混合物的渗透系数小1个数量级,比滤池填料的渗透系数小2个数量级.不同危险废物的无侧限抗压强度排序为:飞灰炉渣混合物(314.3 kPa)和滤池填料(278.9 kPa)＞污染土壤(124.9 kPa)＞杭州氧气厂污泥(68.6 kPa)、锌铬污泥(71.4 kPa)、油泥(58.4 kPa).不同危险废物的粘聚力排序为:飞灰炉渣混合物(40.8 kPa)、滤池填料(31.1 kPa)＞污染土壤(20.9 kPa)＞杭州氧气厂污泥(1.94kPa)、锌铬污泥(3.10 kPa)、油泥(1.81 kPa).此外,不同危险废物的内摩擦角差异相对较小,其变化范围在18.8°～35.0°之间.综合分析可知,飞灰炉渣混合物和滤池填料的工程力学特性较好,而污泥类危险废物的工程力学特性则较差.     

压裂废水粘度对二氧化锰臭氧催化氧化处理特性的影响

通过FT-IR和GC-MS检测分析,表明了压裂废水中有机物主要以苯环结构为主的芳香类化合物和其他杂环化合物,苯环及杂环上的主要官能团包括酮、酯、羧酸、醛、酚、氨基等。同时,压裂废水中的粘度为常规水粘度的2~3倍。针对压裂废水高粘度和高COD污染水质特征,实验研究了压裂废水二氧化锰臭氧催化氧化处理特性以及粘度对处理效果的影响,研究结果表明,在粘度较高(2.2×10^-3Pa·s)压裂废水中,投加的化学药剂很难扩散,羟基自由基·OH的利用效率较低,处理效果较差。通过投加过硫酸钾(5 g/L)降粘后,可在很大程度上提高二氧化锰臭氧催化氧化的处理效果。通过对压裂废水中有机物分子量分布、FT-IR分析以及GC-MS分析可知,二氧化锰臭氧催化氧化处理压裂废水是通过激发羟基自由基,破坏水中有机物极性和有机物化学构造,将复杂长链有机物转变为简单有机物,其出水COD可达到国家污水综合排放标准中的二级排放标准。