组合填料-膜生物反应器处理生活污水生产性试验

在一体式膜生物反应器（MBR）中加入组合填料，对北京某国际公寓的生活污水处理进行了生产性试验。试验表明，在进水水温15～22℃，pH值6．5～7．2，曝气气水体积比9～10：1，COD198．6～563．5mg／L，NH4-N20．5～55．3mg／L，反应器中混合液悬浮固体浓度（MLSS）维持在5200～7800mg／L时，MBR对水中的COD、NH4^＋-N平均去除率分别为90．6％、68．7％，出水中检测不出SS和大肠菌群，浊度小于1NTU，水质满足CJ2511-89《生活杂用水水质标准》。在相同条件下，未加填料反应器MLSS平均值必须维持在12000mg／L以上时才能达到类似处理效果。由于反应器中加入组合填料，降低了MLSS的浓度，减少了膜污染，在膜通量不变情况下，化学清洗周期可延长35～40d。     

高分子助剂处理造纸污水的应用研究

采用动态滤水仪模拟造纸湿部滤水成型过程，对高分子助剂在木浆纸污水处理过程中的影响进行了初步的探讨。结果表明，对于木浆造纸污水，两性淀粉、阳离子聚丙烯酰胺、高分子助留剂SG01均能显著降低污水中的总固形物含量，污水的CODCr值也有一定程度的降低，添加1％的两性淀粉、150～200g／t的阳离子聚丙烯酰胺或0．9％的高分子助留剂SG01时，可使污水中的总固形物含量降低40％～55％；而CODCr的去除率则在40％～58％左右。     

注装用改性B炸药渗油性的试验研究

通过中大口径榴弹战斗部注装改性B炸药后产生疵病的原因分析、实弹观察、注装过程物理特性及失效分析,参照TNT标准的渗油性试验方法,对原材料特性、制造工艺、长期储存所经历的任务剖面的综合分析及以相关试验为基础确定试验边界条件,提出改性B炸药的渗油性综合比较试验方案并进行检测,依此提出渗油性试验和工艺控制参数,为科学合理的评估注装弹药使用寿命周期提供试验依据.     

控制索原长求解索张拉力的反分析法

为对预应力空间钢结构的施工成形进行系统的研究,提出了基于控制索原长求解索张拉力的反分析法.从预应力状态开始,通过控制每一级张拉索的原长,进行非线性有限元迭代计算,求出索在分级分批施工时的控制力.方法的优点在于计算简单,省去了通用有限元需要反复试算的缺点.应用编制的程序对一弦支穹顶模型进行了施工过程的模拟分析,结果表明:反分析法能精确模拟结构的施工成形过程,且在整个过程中,每根索只需张拉一次,简化了施工工艺.     

磁悬浮转子系统中柔性转子建模与联合仿真

为了更准确反映磁悬浮转子系统中转子的运行状态,建立了磁悬浮转子系统机电模型,采用虚拟样机技术,提出并建立了柔性磁悬浮转子系统的联合仿真模型;利用SolidWorks建立了系统的三维CAD实体模型,用ANSYS进行有限元分析并生成模态中性文件,用Matlab建立控制系统模型,采用基于接口的方法在ADAMS与Matlab仿真环境下,建立了涉及多学科多领域的磁悬浮柔性转子系统的协同仿真模型,为磁悬浮柔性转子系统的研究和设计提供了一个有效的方法。     

影响株洲火车站广场空气质量的因素研究

为了探究影响火车站广场污染物(总悬浮颗粒物和可吸入颗粒物)质量浓度的因素,以株洲火车站广场为研究对象,对总悬浮颗粒物和可吸入颗粒物质量浓度与人流密度、车流量的变化关系进行了试验性研究。结果表明,总悬浮颗粒物质量浓度与人流密度、车流量都呈正相关,其主要影响因素是车流量;可吸入颗粒物质量浓度与人流密度呈正相关,与车流量不呈明显的正相关,其主要影响因素是人流密度。细菌和病毒以可吸入颗粒物为载体被人体吸入而致病,因此人们活动时应尽量避开广场人流密度大的地方。     

纤维素燃料乙醇废水水质分析及预处理技术

对中粮集团(COFCO)纤维素乙醇厂醪液废水进行了水质分析,废水中悬浮物含量达123868mg/L、CODCr为127667mg/L.利用GC-MS技术对废水中有机物成分进行了定性分析,检测出该废水中可定性的有机物52种,挥发酸中乙酸含量达29188mg/L.以固液分离的液体得率、CODCr去除率、处理速率、能耗等为指标,比较了自然沉降、离心分离、板框压滤3种物理预处理方法对该废水的处理效果.研究表明:板框压滤是一种较好醪液预处理方法,在0.6h/L的处理速率下,液体得率为66.44%、CODCr去除率为64.75%,耗能为0.22(kW·h)/L,大部分常规水质指标和离子浓度随着固液分离的进行均明显降低.     

海底管线防冲刷技术试验研究

海底冲刷现象严重威胁着海底管线的安全运营.该文从海底管线冲刷机理入手,根据海底管线防冲刷技术的基本原理,提出了仿生防护措施--"人工草"固定法,并结合现有工程项目进行了试验研究,结果表明该方法可以有效地解决海底冲刷造成的管道悬空问题,为海底管线工程的设计、施工和维护提供了指导性的参考.     

Effect of the Three Gorges Reservoir on vertical distribution of suspended sediment concentration and estimation accuracy of depth-average concentration in downstream reaches

The sediment regime in the middle Yangtze River has been significantly changed from quasi-equilibrium to nonequilibrium since the impoundment of the Three Georges Reservoir (TGR). To understand the effects of the TGR on vertical distribution of suspended sediment concentration (SSC) and estimation accuracy of mean concentration, vertical sediment concentration and flow velocity data at the Shashi and Jianli hydrological stations in the reach before and after the impoundment were collected. Comparisons and analysis of vertical profiles of SSC before and after the TGR impoundment show that after the impoundment of the TGR, due to the coarsening of sediment particle size, the reduction in sediment load, and the significant decrease in sediment saturation, the vertical distribution of SSC in the downstream reaches became more uneven under medium and low water flows, which was reflected in the vertical gradient and the fluctuation degree of SSC significantly increased. In addition, the depth-average sediment concentrations were calculated by the selected-point method and the mean values calculated by the “multi-point method” were regarded as the “true mean” to evaluate the accuracy of the mean value calculated by the “few-point method.” It was found that the relative errors for the selected-point method were mainly positive before impoundment but mainly negative after impoundment. Additionally, the correction factors of one-point, two-point, and three-point methods and the position of the near-bed substituted point for the five-point method were given to reduce the error when the point measurements were used to calculate the depth-average sediment concentration in the downstream reaches.     

In‐stream construction‐induced suspended sediment in riverine ecosystems

Construction activities within the wetted‐perimeter of rivers, referred to as in‐stream construction, are prevalent economically and environmentally motivated activities having direct interactions with sensitive lotic environments. Currently, there is a paucity of research related to in‐stream construction activities and their effects on aquatic ecosystems. In‐stream construction‐induced suspended sediment may result in harmful effects to aquatic flora and fauna. Regulatory frameworks worldwide focus primarily on concentration, with limited consideration for duration and no consideration for spatial extents of suspended sediment exposures. This research develops theoretical concentration, duration, and spatial extent exposure risk relationships for riverine ecosystems to demonstrate the influence of each mechanism during typical in‐stream construction activities. To reduce exposure risk, concentration and duration may be considered pragmatically, based on anticipated activity characteristics and site conditions. Spatial exposure characteristics are important to consider, as illustrated by our finding that activities located near the channel centerline may result in greater exposure risk than similar activities conducted near the streambank. Current regulatory frameworks worldwide do not sufficiently consider all exposure risk mechanisms present during in‐stream construction‐induced suspended sediment releases, possibly inhibiting efforts to reduce adverse environmental effects. This research improves our understanding of suspended sediment in lotic environments and may help environmental managers better evaluate and manage in‐stream construction activities.