湿法脱硫真空皮带机运行控制分析

介绍了真空皮带机脱水过程的基本原理及其在石灰石-石膏湿法脱硫中的应用情况;分析了PID控制真空皮带机运行原理;为石灰石/石膏湿法烟气脱硫工艺中石膏脱水系统的优化稳定运行提供参考依据。     

Hydrothermal dewatering of lower rank coals. 2. Effects of coal characteristics for a range of Australian and international coals

A range of lower rank coals from Australia, Indonesia, and the USA have been dried under hydrothermal dewatering conditions at 320 °C for 30 min in a 500 ml autoclave using a 1:3 dry coal/water mixture. The hydrothermally dewatered (HTD) products were characterised by elemental analysis (both organic and inorganic components), volatile matter determinations, moisture holding capacity, calorific value and mercury porosimetry. The total organic carbon (TOC) and the concentrations of inorganics in the waste waters were also determined. The coals fell into two broad groups, the lower rank Australian brown coals with gross calorific values in the range 10-16 MJ/kg (afm) and the higher rank Indonesian and US coals with gross calorific values in the range 18-25.5 MJ/kg (afm). Rank was the major factor influencing the properties of the HTD products but lithotype was also important. TOC values of the waste water from drying of the low rank Australian coals were much higher than those of the waste water from the higher rank coals. Important variations in the amount of leached calcium, magnesium, and iron were noted.     

钢板桩围堰配合管井降水法在渭河特大桥中的应用

以西安咸阳国际机场专用高速修建的渭河特大桥为例,阐述了水中承台采用钢板桩围堰配合管井降水法施工的方案设计.     

UCGNet: wireless sensor network‐based active aquifer contamination monitoring and control system for underground coal gasification

Underground coal gasification (UCG) is a potentially effective methodology for mining underground coal. Further, there are various situations in which coal mining using conventional methods is formidable or costly, and, thus, UCG makes it feasible for recovering those coal resources from underground as alternative forms of energy. However, the environmental risk, particularly aquifer contamination, is a major bottleneck in adopting this technology by the industry. Concurrently, wireless sensor network (WSN) is a promising technology currently for use in various industrial process monitoring and control applications. The easy deployment, scalability, and low power consumption make WSN specially attractive. In this work, we propose a WSN‐based aquifer contamination monitoring and controlling system for the UCG plant. Copyright © 2014 John Wiley & Sons, Ltd.     

隔水帷幕对深基坑降水开挖变形控制的影响

依托杭州沿江大道地下综合管廊深基坑工程,土体采用HSS模型进行有限元数值模拟,分析基坑降水开挖下基坑及邻近管线的变形,模拟结果与监测结果吻合较好,验证了有限元计算模型和参数选取的合理性。基于模拟提出隔断式基坑降水优化方案,并研究稳态渗流下隔水帷幕插入深度不同时基坑及邻近管线的变形响应。结果表明：随着悬挂式隔水帷幕深度加深,坑内外水头差线性增大,围护结构侧移峰值线性增大,管线竖向位移、坑外地表沉降线性减小;相较于悬挂式隔水帷幕,隔断式隔水帷幕对控制基坑降水引起的坑外地表沉降及邻近管线变形均有着显著优势,但对于围护结构变形控制则不利。     

含水层加固后井壁与围岩相互作用的数值分析

用有限元法对含水层注浆加固前后井壁竖直附加力的大小及其变化规律进行了深入分析和研究,得出了注浆加固宽度、加固距离、含水层固结压缩量等参数与井壁附加力及其折减率的关系．结果表明,井壁附加力折减率与含水层加固宽度呈线性关系;与加固距离呈二次非线性关系,加固宽度一定时,存在一个最佳加固距离;井壁附加力折减率与含水层疏水压缩过程无关．     

各向异性含水层水文地质参数的简化解析法

针对各向异性含水层水文地质参数求解涉及多未知数超越方程,常规的解析法无法直接获解而现有的标准曲线比对法、直线图解法及改进直线解析法存在人为误差、适用范围受限或计算过程繁复等问题,采用优化拟合方法,在工程适用参数范围内,采用形式简单的函数替代用级数表示的井函数,并利用降深比值关系,在3个观测孔的水位降深曲线上选取6个点,经整理获得了可直接完成参数求解的简化计算公式,求解过程简捷直观,便于实际工程应用。精度分析表明,在工程适用参数范围内,该公式最大误差小于2%,满足实际工程的计算精度要求。     

高分辨率层序地层学在第四纪含水层划分中的应用研究综述

在综述高分辨率层序地层学的形成、发展及其在第四纪地层和河流相地层对比中的应用的基础上,分析了高分辨率层序地层学在第四纪含水层划分与对比中的应用前景;应用高分辨率层序地层学理论,深入分析基准面旋回、可容纳空间变化与地层响应的关系,建立河流相等时地层格架,获取不同微相的分布特征和砂体的时空展布规律,可为平原区广泛分布的松散河流相第四纪含水层(组)的科学划分和对比提供新思路。指出高分辨率层序地层学在第四纪含水层划分与对比的应用中,需加强定量化研究,在明确各级次基准面旋回时限范围的基础上,对不同级次基准面旋回进行规范识别和划分;应尤其重视在地质过程-响应的沉积动力学分析的基础上区分河流相地层的自旋回和异旋回作用。     

Water table fluctuation in response to transient recharge from a rectangular basin

A problem of water-table fluctuation in a finite two-dimensional aquifer system in response to transient recharge from an overlying rectangular area is studied. An analytical solution is obtained by using the method of finite Fourier transform to predict the transient position of the water-table. The solution for constant rate of recharge is shown as a special case of the present solution. Effects of variation in the rate of recharge on the growth of two-dimensional groundwater mound is illustrated with the help of a numerical example.Notation A half width of the aquifer [L] - B half length of the aquifer [L] - D half width of the recharge basin [L] - e specific yield - h varying water-table height [L] - h ₀ initial water-table height [L] - h weighted mean of the depth of saturation [L] - K hydraulic conductivity [LT^–1] - L half length of the recharge basin [L] - P(t) time varying rate of recharge [LT^–1] - P ₁ +P ₀ initial rate of time varying recharge [LT^–1] - P ₁ final rate of time varying recharge [LT^–1] - t time of observation [T] - x, y coordinate axes - decay constant [T^–1]     

给水厂排泥水处理处置技术及应用进展

该文介绍了国内外排泥水处理方法各种处置技术以及应用进展。