白额地区2#煤层气藏成藏控制因素分析

在分析白额地区2^#煤储层空间发育特征、储层物性特征、含气量分布特征及区域构造背景的基础上,对煤层气成藏控制因素进行分析。结果表明:构造演化史直接控制着煤储层埋藏史及生烃史,是煤层气成藏主控因素;地下水水动力特征和围岩封闭特征决定了煤层气藏的保存条件,是煤层气成藏的关键;综合以上特征,可以得出2^#煤煤层气藏为单斜-水动力封堵型煤层气藏。     

纳米ZnO传感阵列对多组份气体的智能识别

采用物理热蒸发法制备纯ZnO纳米线及Al,Ag,Ni掺杂的ZnO纳米线.以纯ZnO纳米线及Al,Ag,Ni掺杂的ZnO纳米线为基料分别制成气敏传感器;利用气体敏感的差异性,构建纳米ZnO基气敏传感器阵列,结合BP人工神经网络来实现纳米ZnO基气敏元件对目标混合气体组分和相对浓度的识别.结果表明:将传感器阵列输出灵敏度值进行处理后,输入BP神经网络完成训练,能够准确识别混合气体(CO,H2,CH4)的组分与相对浓度。     

玻化微珠保温砂浆的吸放湿及导热性能

针对湿热地区潮湿气候作用下建筑保温砂浆受潮的规律,采用天平称重法对玻化微珠保温砂浆进行了自然状态吸放湿实验,并采用热湿气候风洞实验法对其质量平衡含湿率进行测定,进而采用平板法对其湿平衡状态下的导热系数进行了一系列测试分析。结果表明,在南方地区潮湿气候条件下玻化微珠保温砂浆质量平衡含湿率约为3．55％;湿平衡状态下玻化微珠保温砂浆导热系数修正系数在1．04～1．11之间,平均值为1．08,考虑受潮现象的复杂性,建议在实际建筑工程节能设计时,该修正系数宜取1．10。     

骨料对透水混凝土性能的影响

试验研究了骨料品种、骨料粒径对透水混凝土主要性能的影响。试验结果表明：在相同骨料粒径的情况下,由碎石骨料配置的透水混凝土总孔隙率和透水系数明显大于卵石骨料配置的透水混凝土,碎石的强度变化幅度比卵石的变化幅度明显;随着骨料粒径的增大两种骨料配置的透水混凝土的孔隙率、透水系数均有所增大,在同一配合比情况下,随着骨料粒径的增大透水混凝土的强度呈非线性变化,且存在最佳粒径尺寸。     

混合装配线过程平衡研究与仿真

生产过程的混合装配线平衡问题,分为在确定条件下的最小生产循环单元的静态平衡问题和不确定条件修正过后的动平衡问题.针对确定工位条件下的混装生产线,构建其静态平衡模型,分析不确定因素,并以操作工人的操作时间不确定性为例,研究时间不确定性动态平衡.利用Flexsim软件,通过仿真进行了验证.相关实验验证了上述方法和结论的正确性.     

中国石化武汉分公司低温热能的利用

介绍了中国石化武汉分公司低温热利用节能改造情况．利用催化裂化装置的顶循环油直接做气分塔底热源以及催化塔顶油气加热热媒水,取代原来的蒸汽加热,为气分装置提供塔底重沸器热源．通过能量的梯级利用,有效解决了全厂热源能级利用不合理的问题．项目投用后,节能效果显著,武汉分公司可以节约1．0MPa蒸汽184．8kt／a．     

Research on the Control Strategy of Variable Nozzle Turbocharger for Natural Gas Engine

A variable nozzle turbocharger (VNT) was applied to a 2.2-liter L4 natural gas engine,and a VNT control system was designed to operate it.Based on VNT matching test results,a VNT control strategy was studied,in which VNT adjustment is carried out through pre-calibrated VNT handling rod position,combined with a closed-loop target boost pressure feedback using proportional-integral-derivative(PID) algorithm.Experimental results showed that the VNT control system presented in this thesis can lead to optimized ...     

配合物[Eu（NO3）2（tpy）（H2O）3]NO3的合成和晶体结构

以2,2′：6′,2″—三联吡啶（tpy）,Eu（NO3）2.6 H2O为原料合成了标题配合物,配合物由一个Eu（Ⅲ）离子、一个三联吡啶、两个硝酸根离子、三个水分子组成配位一价阳离子内界,另一个硝酸根为外界.晶体结构研究表明配合物晶体属三斜晶系,P-1空间群,晶胞参数a=8.880 3（6）nm,b=11.223 5（7）nm,c=11.746 1（7）nm,α=88.850 0（10）°,β=69.103 0（10）°,γ=74.604 0（10）°,V=1050.83（12）,Z=2,R=0.015 3,wR=0.059 8,Eu3＋的配位数为10并形成双帽四方反棱柱的配位构型.     

Status of research on biogenic coalbed gas generation mechanisms

Biogenic coalbed gas,how it is generated and the geochemical characteristics of the gas are gaining global attention.The ways coalbed gas is generated,the status of research on the generation mechanism and the methods of differentiating between biogenic gasses are discussed.The generation of biogenic coalbed methane is consistent with anaerobic fermentation theory.Commercial biogenic coalbed gas reservoirs are mainly generated by the process of CO2 reduction.The substrates used by the microbes living in the coal include organic compounds,CO2,H2 and acetate.The production ratio and quantity of biogenic coalbed methane depend on the exposed surface area,the solubility and permeability of the coal and the microbial concentration in the coal seam.It is generally believed that biogenic coalbed gas has a value for σ13C1＜-5.5%,C1/C1+＞0.95.The H isotope ratio is controlled by both the environment and the generation mechanism:typically σD1＜-20%.Biogenic methane formed by CO2 reduction has more σD1 than that formed by acetate fermentation.     

Fissure evolution and evaluation of pressure-relief gas drainage in the exploitation of super-remote protected seams

Based on nonlinearity contact theory and the geological structure of the Xieqiao Coal Mine in the newly developed Huainan coal field, rock movements, mining fissures and deformation of overlying strata were simulated by using the interface unit of FLAC3D to evaluate the pressure-relief gas drainage in the exploitation of super-remote protected seams. The simulation indicates that the height of the water flowing fractured zone is 54 m in the overlying strata above the protective layer. The maximum relative swelling deformation of the C 13 coal seam is 0.232%,while the mining height is 3.0 m and the distance from the B8 roof to the C13 floor is 129 m, which provides good agreement with a similar experiment and in situ results. The feasibility of exploitation of a super-remote protective coal seam and the performance of the pressure-relief gas drainage in a super-remote protected layer are evaluated by comparisons with practice projects. It demonstrates that the relieved gas in the super-remote protected layers could be better drained and it is feasible to exploit the B8 coal seam before the C13 super-remote protected coal seam. The method is applicable for the study of rock movements, mining fissures and deformation of the overburden, using the interface unit to analyze the contact problems in coal mines.