近似绝热条件下含酸DNT、TNT热分解过渡到热爆炸的实验研究

研究了近似绝热条件下含酸DNT、TNT模拟试样及生产现场采集试样从热分解过渡到热爆炸的热行为。讨论了TNT安全生产工艺参数。     

210 t转炉连接装置的有限元分析及强度校核

利用ANSYS Workbench对某210 t转炉整体模型的三种极限工况进行有限元分析,得到转炉系统的应力分布和总变形,同时得到连接装置各个零部件的应力分布,找出零部件的最大应力值及所处位置,并结合有限元计算结果对各个零部件进行强度校核.结果表明连接装置的强度满足要求。     

黄河内蒙古河段典型凌情过程模拟

近十几年受人类活动和气候变化等影响,黄河内蒙古河段冰情出现新的特征,突发凌情频繁出现,原有的内蒙古河段冰模拟方法已不能满足当前凌情防治的需要,亟待建立能反映凌情物理特性变化规律的河段冰情动态发展数学模型。在实测资料基础上,研究了黄河内蒙古河段冰情时空变化规律,以及河道资料不完整、支流流量资料缺乏及冰桥位置的确定等问题。应用一维冰情数学模型模拟2012—2013年凌汛期黄河内蒙古河段冰情发展过程,并对水温、冰盖厚度、冰盖前沿发展和流量的模拟值和实测值进行了对比分析,模拟值和实测值吻合较好。本研究为黄河防凌提供科学依据和方法支撑,也为天然江河、人工渠道冰情全过程模拟提供了研究思路和技术手段。     

不同降雨工况下红黏土边坡持水响应规律与稳定性分析

以江西区域内典型红黏土边坡为研究对象,基于岩土非饱和渗流理论,建立红黏土边坡有限元计算模型,对4种典型降雨工况下红黏土边坡稳定性进行分析。结果表明,降雨强度、降雨持续时间均是影响红黏土边坡稳定性的重要因素;前期为常态时,边坡各参数指标均维持在初始稳定状态;降雨开始后,边坡安全系数呈减小态势,岩土体强度和稳定性降低,边坡中土体的孔隙水压力变大,体积含水量升高;越接近地表的土体降雨入渗响应越强烈,边坡不同位置处土体的降雨入渗影响程度依次为:坡肩>坡顶>坡面>坡脚>坡底;降雨入渗和互渗过程具有明显的滞后性,越靠近地表,孔隙水压力短期内变化越明显;土体干湿循环对边坡稳定性整体表现为负作用,且作用效果不可逆。     

Evaluation of contrast metrics for liquid‐crystal displays under different viewing conditions

Abstract— A psychophysical experiment was carried out to assess the perceptual contrast on a large‐sized liquid‐crystal display (LCD) under nine phases of viewing conditions. Based on the results, six contrast models employing different color attributes or the index of just‐noticeable difference (JND) were developed. Their performances were also tested by the visual data of the nine phases, which indicated that the model C_Q employing CIECAM02 brightness gives the best performance in predicting visual data under different viewing conditions among those models. A preprocessing step was also proposed to utilize the contrast model C_Q conveniently in the practical contrast evaluation of LCDs.     

On the sizing of a solar thermal electricity plant for multiple objectives using evolutionary optimization

Design, implementation and operation of solar thermal electricity plants are no more an academic task, rather they have become a necessity. In this paper, we work with power industries to formulate a multi-objective optimization model and attempt to solve the resulting problem using classical as well as evolutionary optimization techniques. On a set of four objectives having complex trade-offs, our proposed procedure first finds a set of trade-off solutions showing the entire range of optimal solutions. Thereafter, the evolutionary optimization procedure is combined with a multiple criterion decision making (MCDM) approach to focus on preferred regions of the trade-off frontier. Obtained solutions are compared with a classical generating method. Eventually, a decision-maker is involved in the process and a single preferred solution is obtained in a systematic manner. Starting with generating a wide spectrum of trade-off solutions to have a global understanding of feasible solutions, then concentrating on specific preferred regions for having a more detailed understanding of preferred solutions, and then zeroing on a single preferred solution with the help of a decision-maker demonstrates the use of multi-objective optimization and decision making methodologies in practice. As a by-product, useful properties among decision variables that are common to the obtained solutions are gathered as vital knowledge for the problem. The procedures used in this paper are ready to be used to other similar real-world problem solving tasks.     

On the predictability of the water-table variation in a ditch-drainage system

The irrigation in regions of brackish groundwater in many parts of the world results in the rise of the water-table very close to the groundsurface. The salinity of the productive soils is therefore increased. A proper layout of the ditch-drainage system and the prediction of the spatio-temporal variation of the water table under such conditions are of crucial importance in order to control the undesirable growth of the water-table. In this paper, an approximate solution of the nonlinear Boussinesq equation has been derived to describe the water-table variations in a ditch-drainage system with a random initial condition and transient recharge. The applications of the solution is discussed with the help of a synthetic example.Notations a lower value of the random variable representing the initial water-table height at the groundwater divide - a+b upper value of the random variable representing the initial water-table height at the groundwater divide - h variable water-table height measured from the base of the aquifer - K hydraulic conductivity - L half width between ditches - m ₀ initial water-table height at the groundwater divide - N(t) rate of transient recharge at time t - N ₀ initial rate of transient recharge - P N ₀/K - S Specific yield - t time of observation - t ₀ logarithmic decrement of the recharge function - T Kt/SL - x distance measured from the ditch boundary - X x/L - Y h/L - Y mean of Y - Y Variance of Y     

Beyond interpretation: Reply to Cummins' response

In his response to my Why There Are No Mental Representations, Robert Cummins accused me of having misinterpreted his views, and attempted to undermine a crucial premise of my argument, which claimed that one could only define a semantic type non-semantically by stipulating which tokens should receive a uniform interpretation. I respond to the charge and defend the premise.     

Water table fluctuation with a random initial condition

The nonlinear Boussinesq equation is used to understand water table fluctuations in various ditch drainage problems. An approximate solution of this equation with a random initial condition and deterministic boundary conditions, recharge rate and aquifer parameters has been developed to predict a transient water table in a ditch-drainage system. The effects of uncertainty in the initial condition on the water table are illustrated with the help of a synthetic example. These results would find applications in ditch-drainage design.Notation A / tanh t - a lower value of the random variable representing the initial water table height at the mid point - a+b Upper value of the random variable representing the initial water table height at the midpoint - B tanh t - C 4/ - h variable water table height - h mean of the variable water table height - h _m variable water table height at the mid point - h _m mean of the variable water table height at the mid point - K hydraulic conductivity - L half spacing between the ditches - m ₀ initial water table height at the mid point - N Uniform rate of recharge - S specific yield - t time of observation - x distance measured from the ditch boundary - (4/SL)(NK)^1/2 - (L/4)(N/K)^1/2 - dummy integral variable     

咪唑啉缓蚀剂工艺条件优化及效果

在减缓金属腐蚀的研究中,为了缓解在酸性溶液、碱性溶液以及大气、土壤等介质中金属腐蚀较为严重的问题,对咪唑啉类缓蚀剂进行了工艺条件优化.采用静态失重法研究了碳钢在加入了缓蚀剂的盐酸溶液中的缓蚀性能.在最佳合成条件下苯甲酸与二乙烯三胺最佳摩尔比为1∶1.3,催化剂质量分数为1.2%,环化时间为1 h,咪唑啉中间体与氯化苄的最佳摩尔比为1∶1.1,季铵化反应时间为1 h,季铵化反应温度为70 ℃,缓蚀剂的最佳质量分数为1%,最终缓蚀率可以达到99.37%.