HFC134a回热循环性能指标模拟及评价

运用Ａ．Ｃ．Ｃｌｅｌａｎｄ提供的制冷工质热力学参数曲线拟合方程编写程序，对新制冷工质ＨＦＣ１３４ａ应用于理论回热循环的性能指标进行模拟计算和特性评价，并与ＣＦＣ１２回热循环性能指标进行比较。结果表明：在实用的工况范围内，与制冷基本循环相比，以ＨＦＣ１３４ａ为工质采用回热循环可提高循环的理论制冷系数和单位容积制冷量；与ＣＦＣ１２对比，ＨＦＣ１３４ａ回热循环的理论制冷系数较ＣＦＣ１２回热循环的理论制冷系数为低，在蒸发温度较高的工况下，ＨＦＣ１３４ａ回热循环单位容积制冷量大于ＣＦＣ１２回热循环单位容积制冷量，在蒸发温度较低的工况下，ＨＦＣ１３４ａ回热循环单位容积制冷量小于ＣＦＣ１２回热循环单位容积制冷量。     

HCFC-123与CFC-11的对比评价

通过模拟计算压力比、单位容积制冷量和理论循环制冷系数等性能指标，对比评价HCFC－123和CFC－11两种制冷工质。理论分析表明：HCFC-123工质性质接近于CFC－11，是当前可以接受的CFC－11的过渡性替代工质．     

往复活塞式制冷压缩机性能系数的曲面回归方程

采用非线性二乘法对国产１２．５系列往复活塞式制冷压缩机的实测性能数据进行拟合，得出描述该系列制冷压缩机性能系数与运行工况之间相关关系的曲面回归方程，为制冷系统的数值计算、动态特性模拟和优化设计提供数学模型。     

HCFC—123与CFC—11的对比评价

通过模拟计算压力比，单位容积制冷量和理论循环制冷系数等性能指标，对比评价ＨＣＦＣ－１２３和ＣＦＣ－１１两种制冷工质，理论分析表明：ＨＣＦＣ－１２３工质性质接近于ＣＦＣ－１１，是当前可以接受的ＣＦＣ－１１的过渡性替工工质。     

论制冷系统冷凝器管道设计

制冷系统冷凝器的任务是将压缩机排出的高温过热蒸汽给予冷却、冷凝，也就是使过热蒸汽流经冷凝器的放热面而凝结为高压液体，所放出的热量就被冷却介质吸收后排至周围环境中，同时为了保证冷凝器液体能及时排出，以免制冷剂液体在冷凝器内占据一定的容积，相应的减少冷凝器的放热面积，而使冷凝压力升高，影响制冷效能。因此，在冷凝器后，还设置一个贮液器，     

扭曲活塞环在制冷压缩机中的应用

通过对目前广泛应用的矩形活塞环与经过改进的扭曲活塞环的结构特点、工作性能的对比分析,研究扭曲活塞环更能有效地减少制冷压缩机耗油量,增强主机润滑性能的机理,探讨合理配置两种活塞环的应用方式,达到提高制冷压缩机经济性能的应用效果。     

R134a理想朗肯循环性能计算及分析

根据国外最新实验资料，经过理论分析和计算机绘图，给出了R134a的制冷及热泵理想朗肯循环性能计算的公式及结果，以及压力比、单位制冷量及热力性能系数对蒸发温度和冷凝温度的关系曲线图，并对其进行了分析。可供设计和研究采用这种工质的制冷设备和热泵时参考。     

R134a理想朗肯循环性能计算及分析

根据国外最新实验资料，经过理论分析和计算机绘图，给出了Ｒ１３４ａ的制冷及热泵理想朗肯循环性能计算的公式及结果，以及压力比，单位制冷量及热力系数对蒸发温度和冷凝温度的关系曲线图，并对其进行了分析。可供设计和研究采用这种工质的制冷设备和热泵时参数。     

冷库系统变工况性能的理论分析

对氨冷库蒸汽压缩制冷系统进行理论分析。通过改变环境温度,改变蒸发器和冷凝器压力降,建模计算了冷库系统的损失、效率和制冷系数COP,结果表明,系统各设备的损失随着环境温度升高而变化,系统设备性能随着压力降升高而变化。认为减少蒸发器和冷凝器的传热温差,减少压缩机内不可逆损失,减少蒸发器的压力降等可以提高系统性能。     

溴化锂水溶液的几个主要物性参数计算方

通过对溴化锂水溶液物性的实测数据进行回归分析，提出了溴化锂水溶液的平衡方程及粘度系数，结晶温度，密度，定压比热容，比焓等物性参数计算方程。回归和归纳出的方程中最大的相对误差灶6．42％，平均相对误差均不超过1．36％，能够满足双效溴化锂吸收式制冷循环热力计算和传热计算的要求。     

Microstructure evolution of loess under multiple collapsibility based on nuclear magnetic resonance and scanning electron microscopy

In recent years, the acceleration of urbanization in loess areas has prompted frequent dismantling and reconstruction of old urban areas. Demolition and reconstruction of buildings involve multiple collapses of the foundation. To study microstructure evolution of loess under multiple collapsibility, this paper selects undisturbed loess samples from Guyuan, Northwest China for multiple compression tests. Using nuclear magnetic resonance(NMR) imaging and scanning electron microscopy(SEM) as auxiliary methods, a combination of qualitative and quantitative analyses was used to study the microstructure of loess samples before and after various number of collapses under different pressures. Results show that the loess does undergo multiple collapse under 200 kPa pressure. Pore is an important reason for loess collapse. The initial collapse comes primarily from the compression of macropores and mesopores, and the second collapse comes primarily from mesopore compression. The compression process of loess can be roughly divided into two stages. First, under the action of dissolution and compression, the relative displacement of soil particles occurs. Macropores and mesopores are destroyed first, generating small pores. Second, with increasing pressure and times of collapses, pore compression gradually transforms into small pore compression. During the first collapse, particle aggregates disintegrate due to water and pressure. However, with increasing times of collapses, the contact relationship between particles gradually changes from the point contact to face contact. Loess particles tend to gradually become rounded. The study of the microstructure provides the possibility to further reveal the mechanism of multiple collapsibility of loess.     

矿渣类颗粒介质结构对力链发展规律的影响

矿业活动产生的渣体是不规则颗粒介质,具有级配复杂、结构不稳定的特征,颗粒间通过力链传递应力。以典型铜矿渣为研究对象,借助CT扫描技术获得矿渣的颗粒结构形态,通过开展不同粗颗粒含量的平面压缩试验和数值模拟试验,得到宏观力学变形曲线及力链发展过程和颗粒结构变化,讨论颗粒结构和力链发展协同作用对宏观力学性质的影响机制,以及颗粒介质材料压缩发展规律。结果表明：矿渣类颗粒介质材料的力链发展方向与压力方向一致;矿渣宏观抗压性能随>5 mm粗颗粒含量的增加先增后减,在最优粗细颗粒配比50%处达到最大抗压强度;颗粒结构和力链间软硬结构存在显著的协同演化;压缩过程中内部存在快速压密、颗粒破碎和稳定压缩3个阶段。在矿渣堆填过程中,除控制其粗颗粒在最优级配外,保持均匀填筑和合理的压实使其进入稳定压缩阶段也非常重要。     

推覆构造的地球动力学探讨

推覆构造的研究具有重要的理论和实际意义,经过对推覆构造形成的地球动力学机制进行的探讨,提出了层圈运动是地球本身运动的基本形式;层圈运动的动力来源于物质横向上的分布不均,层圈运动的必然结果是出现推覆构造体系。根据该理论,推覆构造仅仅发生于不同大地构造单元的界线附近;推覆构造的形成机制是下俯作用。从而对大陆的发生、发展及消亡提出新的见解,把用于洋壳的威尔逊旋回发展到陆壳上,提出了新的全球大地构造旋回。该文在此基础上提出了推覆构造体系这一构造模式。     

����LZMA�����ݿ�ѹ���洢Ӧ���о�

??????????????????????????Ρ???????????????????????????Σ???????????????ASCII??洢???????????????????????????????????????????Ч????????LZMA???????????????????????????洢?????????????????????????API??????????????y???????????????????????????Blob??Σ???????????????????????????е????????????л??????????????????????????????????????????Ч???     

台湾东部之地壳变动与花莲寿丰观测网

花莲寿丰测距网设置至今已有11年的观测成果，观测资料显示，菲律宾海板块一直以西北方向向台湾陆地挤压；1999年“921”集集大地震前两个月，挤压转至正西方向，因此，主压应力对台湾陆地之冲击最大，地震也最强，集集地震后至今所观测的资料显示，挤压方向转至西南方向且压力陆续增加。     

Compression characteristics of saturated re-compacted glacial tills in Tianmo Gully of Tibet,China

Glacial tills are highly compressible soils composed of loosely cemented sandy silt particles. Their role, for instance, as initial filler materials in geo-technical projects along temperate glacier regions warrant a systematic evaluation of their compressive characteristics. As such, we carry out a series of onedimensional compression tests on re-compacted glacial till samples obtained from Tianmo Gully, Tibet, with the aims of evaluating their compressive behavior under controlled initial stress conditions. The yield stress was determined from the void ratio versus consolidation pressure(e-log) planes. Its compression and swelling behaviors were observed during the primary and secondary compressions of the consolidation tests. From the compression curves, a correlation can be found between the consolidation stress and the void index. In addition, we find that the compression curves of glacial tills collapse into a single curve when normalized by the compression index. The experimental results in this study provide a basic understanding of the compression characteristics of the glacial tills in Tibet, China.