600 MW机组风机区域噪声治理

在噪声源设备及运行工况不作任何改变的原则下，巧妙地利用风机区域原有的结构和布置，采取了综合性的经济而有效的降噪技术，明显地降低了风机区域的环境噪声。     

矿井通风网络解算可视化软件研究

采用面向对象编程语言Visual Basic6.0为开发工具,以Access为后台数据库,开发了具有风机优选功能的矿井通风网络解算软件。该软件承袭了Windows系统应用程序界面直观、交互性好的特点,集矿井通风网络解算、自然风压计算、风机自动选型以及经济断面优化等功能于一体,并辅以强大的数据管理系统,为矿山通风设计和管理工作提供了便利工具。     

煤矿轴流式局部通风机的降噪试验研究

煤矿局部通风机（简称“局扇”）的噪声是煤矿掘进中的主要噪声源，分析了局扇噪声的产生机理，提出了减少局扇的动叶叶顶与机壳间隙，在局扇入口加阻性消声器和在机壳涂上一层阻尼材料等方法来控制局扇的噪声方法，方法在JBT52－2型局扇的试验研究表明，实施上海降噪措施，局扇的噪声有大幅度降低，可使局扇的噪声达到工矿企业噪声卫生标准要求。     

武钢金山店铁矿某通风系统项目评估

介绍了金山店铁矿通风系统多级站和机站设计；阐述了该项目的施工，检测及通风效果评估情况；对安全生产提出了全面，系统的建议。     

可视化通风机性能测试程序设计

介绍了用通风机性能曲线测定可视化计算机程序的设计。该程序基于Windows环境，采用C Builder5．0开发，可以实现数据的自动保存、处理，及性能曲线、结果报表输出，同时具有可视化的人机界面。应用该程序可以使通风机性能曲线测定试验更加简便易行，还可以使试验结果更加精确。     

地下商业街火灾烟气流动实验研究

烟气是火魔的杀手锏。在不同火源功率的长通道实体火灾实验基础上,研究地下商业街吊顶装修前后,以及不同的补风与排烟条件下烟气的特点,考察防排烟措施启动时机、启动位置以及排烟量的大小。实验结果表明:安装天花板有利于提高排烟速率,但烟气蔓延速度加快,因此宜采用镂空式天花板以利用顶部蓄烟;地下商业街宜采用远火源端补风、近端机械排烟方式,设计中需依据风量和速率选取风机,还应考虑风机对流场的扰动以及进风口设置位置。     

煤矿风井轴流风机噪声控制设计计算

煤矿风井轴流风机气流速度大,扩散口噪声辐射强度高达113dB(A),降噪难度较大的低频成份突出。正确合理的低频噪声控制设计计算是噪声控制成功的关键。     

RIPARIAN FOREST EFFECT ON LATERAL STREAM CHANNEL MIGRATION IN THE GLACIAL TILL PLAINS1

ABSTRACT: Dendrochronology analyses of point bar complexes were used to quantify the effects of riparian forests on local lateral migration of bends in seven streams in the glacial till plains of north central Missouri. Stream bends were paired with similar bank height, midchannel radius of curvature, soil composition, and watershed size. In each pair, one concave bank was forested and one was unforested. Stream bends with unforested concave banks had an average local migration rate three times greater than stream bends that had forested concave banks.     

ERODIBILITY OF URBAN BEDROCK AND ALLUVIAL CHANNELS,NORTH TEXAS1

ABSTRACT: Major erosion of urban stream channels is found in smaller basins in the North Texas study area with contributing drainage areas of less than ten square miles. Within these basins, four basic channel types are identified based on bed and bank lithologies: alluvial banks and bottoms, alluvial banks and gravel bottoms, alluvial banks with rock bottoms, and rock banks with rock bottoms. Most channels (75 percent) have alluvial banks with gravel or rock bottoms. Channel slopes are steep (.38 to.76 percent). Rock consists predominantly of shale and limestone. Channel cross sections are divided into the following four zones based on weathering, scour and entrainment mechanisms: soil zone, slake zone, rock zone and bed material zone. Erodibility of the channels is determined using multiple techniques including reach hydraulics and stream power computations, submerged jet testing, slab entrainment thresholds, and slake durability rates. Procedures are based on both empirical and modeled time series estimates of channel erosion. Field and modeled results support rates of erosion of up to four inches per year. Rates are tied to flow regime, climate, and type of channel bed and banks.