温州城市河道生态调水控制性工程设置与效果分析

生态调水可以减轻河道水污染,通过对几年来生态调水问题的研究,提出相应的对策。为改善调水效果、节约水量,在内河增设控制闸坝,并对其调水效果进行计算分析。结果表明新增闸坝对部分调水效果有一定程度改善,并能节约一定水量。     

1999年长江洪水及几点认识

Following the basin wide heavy flood on Changjiang River in 1998, a si gnificant flood occurred in 1999. Comparative analysis of both floods in terms of flows and flooding situations shows that both floods had one common feature, that is, the flood stages were fairly high. But they differed greatly at the sa me time, that is, the 1998 flood was a basin wide heavy one while the 1999 flood was a significant local one. At Yichang station there occurred eight flood pea ks in 1998, while in 1999 only three peaks took place. The maximum peak dischar ge at this station in 1999 was 57 600 cubic meters per second, which was smaller than that in 1998. The maximum flood-volume in 30 d of the 1998 flood at this s t ation equaled that in 1954, when an extraordinary heavy flood happened on the River, while the maximum flood-volume in 30 d in 1999 was 25.8 billion cubic me t ers per second smaller than the 1998 one. It is seen that inflow floods from th e upstream Changjiang River (above Yichang) in 1999 were not so big. Comparison of flood volumes in longer period shows that the 1999 flood was relatively conc entrated while the 1998 one had lasted longer duration. Analysis shows that flo oding situations in both years differed significantly in terms of the flood volu mes diverted from river channels due to dyke breaches and collapses, the cases o f polder embankment collapses, the areas of inundated cultivated land and the nu mbers of dangerous events for hydraulic structures. These differences had been resulted from the different properties of both floods and the dyke strengthening efforts made after the 1998 flood. It is seen that flood control engineering c onstructions initiated in the days following the 1998 flood have played an impor tant role in fighting the 1999 flood.     

生态型护岸在管道水工保护中的应用

长输管道穿越河流后,针对河流岸堤的恢复,传统施工工艺多采用浆砌块石或混凝土等硬质材料,与原河道堤岸不和谐,破坏了自然河流的生物链,而生态型护岸既可防止水土流失,又可满足生态环境要求,是管道施工大开挖穿越河流后堤岸恢复的好方法.文章结合泰国Wang Noi Kaeng Khoi天然气管道项目,介绍了生态型护岸技术的特点、施工工艺及实施效果.     

计算机设备管理系统的设计和实现

文章介绍了已在中国建设银行推广应用的计算机设备管理系统的设计与实现。     

层序地层学在碳酸盐岩气藏开发早期地质评价阶段的应用——以川东北罗家寨鲕滩气藏为例

川东北地区罗家寨飞仙关组鲕滩储集层为碳酸盐岩台地边缘相沉积，具有厚度大、分布稳定的特点。应用层序地层学方法理论，对飞仙关组进行层序划分与对比，划分了5个四级层序10个体系域，建立了该区的沉积模式。作为主力储集类型的台地边缘鲕滩相发育于第1个层序的高位期及第Ⅱ、Ⅲ层序中。罗家寨地区发育两个（期）边缘鲡滩，由东向西推移，西部滩体的形成时间晚于东部。两个滩体经历的成岩过程有所差异，东部滩体经历了5期白云石化和淡水溶蚀作用，西部滩体白云石化及溶蚀作用明显减弱，只可以识别出微弱的白云石化作用，因此东部滩体储集性能优于西部。图4表1参7     

L-带掺铒光纤放大器的研究与进展

通过理论计算，比较了C－带掺铒光纤放大器和L－带掺铒光纤放大器的增益特性，并较为全面地阐述了近几年来国内外对L－带掺铒光纤放大器的研究情况。通过对L－带掺铒光纤放大器工作原理的分析，总结出新的设计思路与方案，提出了一些新的研究点。     

水环境标准与水资源的可持续发展

从中国水资源严重短缺的现状出发,介绍我国水环境标准体系及现阶段的实施情况,论述水环境标准与可持续发展理论在实施过程中互为条件、互相促进的辩证关系:水环境标准是实施水资源可持续发展战略的前提和保障;可持续发展战略促进水环境标准日臻健全、完善。分析我国水环境标准与可持续发展论的差距,提出今后需进一步完善水环境标准的改进对策。     

基于缺陷评估的海底管道设计研究

针对海底管道的裂纹和腐蚀两种主要缺陷,研究了基于缺陷评估的海底管道设计方法,建立了基于缺陷评估的海底管道设计步骤。     

Effect of Substrate Bias on Microstructure and Properties of Tetrahedral Amorphous Carbon Films

The microstructure and properties of tetrahedral amorphous carbon (ta-C) films deposited by the filtered cathodic vacuum arc technology has been investigated by visible Raman spectroscopy, AFM and Nano-indentor. The Raman spectra have been fitted with a s     

基于Java RMI技术的大型机群监控系统的设计与实现

机群监控系统可有效的提高大型机群的可管理性和可用性。本文提出了一种基于JAVA RMI技术的机群监控系统模型，并给出其实现方法。该系统具有开发快速、可跨平台、易于扩展等特性。