空调表冷器性能微机测试系统设计与软件开发

介绍了一套用于空调表冷器性能测试的试验装置及配套软件，重点叙述了系统的总体构成、程序的设计思想以及数据采样和处理等功能模块。微机测试技术以及配套软件的使用大大减少了测试人员的工作量，并在一定程度上提高了测试的精度。     

浅议朱提商业街规划设计中的文化传承

以朱提文化商业街为例，从地域文化分析、规划设计原则、人文环境设计、建筑造型四方面探讨了设计中的文化传承问题，以展示现代商业街街区的文脉，体现城市的文化。     

移动运营商渠道管理模式及存在问题分析

渠道作为营销体系中的重要一环，对移动运营商的发展起着举足轻重的作用。随着国内移动市场竞争的加剧，营销渠道的竞争将成为移动运营商间竞争的焦点。目前，国内两大移动运营商在渠道管理上存在诸多问题，从而影响了其市场拓展。分析了移动选营商渠道管理存在的三个较为突出的问题，并提出了可行的解决方法，从而为移动运营商的渠道管理工作提供思路。     

大型压力容器现场热处理技术

以大连石化350万t/a催化裂化装置再生器为例,研究开发大型炼油化工设备现场新型热处理工艺。通过设置必要的热气流导向装置,采用微正压内燃工艺,配备新型大功率燃油喷嘴、用DCS集散控制系统调节油风比例和烟囱热量排放张合度,对超厚壁板适当增加电加热辅助热处理,解决了大容积、变截面、不等壁厚、超重设备施工现场热处理温度调整难度大、不均衡等技术问题。实践证明,应用该技术进行热处理,具有工期短、效果好、经济效益明显等特点。     

-35~#轻柴油的生产

为满足市场发展的需求 ,胜利炼油厂用胜利混合原油为原料 ,根据用户要求成功开发生产了 -3 5 #轻柴油新产品。该产品完全符合国家标准GB2 5 2 -2 0 0 0中 -3 5 #轻柴油的各项质量指标要求 ,为胜利炼油厂赢得市场 ,增加了经济效益     

浅谈项目的形象包装

对房地产项目的样板房包装、售楼部包装及包装应注意的问题进行了论述,同时介绍了楼盘包装的内容及具体的包装策略,并指出楼盘的销售推广是房地产项目开发后期的关键环节,其成效直接影响到投资项目的市场价值实现.     

ARCGIS环境下基于DEM的流域特征提取

研究选取位于陕西省延安城南12 km处的万花乡向阳沟小流域。采用1∶10000大比例尺的比例尺5 m分辨率的DEM作为基本的地形数据,应用ESR I公司开发的ARCG IS地理信息系统软件进行流域特征的提取。经分析得到了研究区域河网特征以及研究区其它常用的流域特征信息,与实际河流水系特征基本吻合,认为应用DEM划分的流域结果是合理的。     

Swelling behavior induced by alteration in granite and its implications on underground excavation

Granite is commonly recognized as an ideal medium for underground construction. However, in the site investigation for Heimifeng Pumped Storage Power Station project, it was found that there are swelling behaviors induced by alteration in granite and eventually causing slaking and disintegration of rock blocks. The study shows that hydrothermal alteration in granite is primarily due to the intrusion of multi-phase igneous magma. The clay minerals, such as montmorillonite, chlorite, kaolinite, are the main causes for the swelling behavior of granite. In the exploratory adits, alteration was observed to occur mainly along faults or fractures in the rock masses and resulted in roof caving if water is present. Some of the highly altered borehole cores swell and crack within 24 h in water and eventually disintegrate completely. From the testing results on the samples, the maximum axial free swelling strain is about 1.2%, while the maximum axial confined swelling strain is around 0.1% with swelling stress less than 25 kPa. Under free swelling tests, 80% of swelling is completed within 24 hours. Under confined swelling condition, swelling process is completed within 1 h for some samples, with 80% of maximum swelling strain finished within around 22 h for most of the samples. Contraction of samples occurs after swelling completed. The strength of granite, reflected by deformation and elastic moduli, shear strength, decreases due to alteration. The deformation and elastic moduli are even lower compared to highly weathered rock. The shear strength is between that for highly weathered and slightly weathered rocks. The swelling characteristics of the altered rock present great challenges for support or lining during construction and operation stages. Support or lining shall be in place immediately after excavation. Since the rock may swell when encountering water, the shotcrete shall be designed accordingly. During the construction of access tunnel and caverns, water shall be drained in time. Drainage directly from surface shall be avoided so as to prevent floor heave.