基于模糊综合评价法的建筑企业安全管理

由于行业的自身特点,建筑企业安全管理一直是企业管理中的重点和难点。安全评价是企业进行安全管理的基础和依据,传统的安全评价方法,多为一些专家及安全管理人员凭经验得出的定性的结论,既缺乏系统科学的严谨性,在实践中又有很大的局限性。笔者在综合目前的安全评价技术的基础上,结合建筑行业特点,以《施工企业安全生产评价标准》(JGJ/T77—2003)为基础,提出了基于模糊综合理论的安全评价方法,并对该评价模型的的原理、方法进行了研究。该方法可以对不同企业或者同一企业的不同项目之间的安全现状做出量化评价,对促进企业安全管理工作的科学化、规范化、程序化有积极的现实意义。     

水体中MC-LR的高效液相色谱检测前处理条件优化

通过正交实验设计,对水体中MC-LR前处理过程中SPE柱的选择、水样pH值、洗脱液有机相浓度、酸度和体积等关键因素进行综合分析,得出最优前处理方案。通过精密度和加标回收实验,得出该方法精密度为4.81%,加标回收率为98.96%。     

AA-OO法处理焦化酚氰污水的操作实践及优化

焦化酚氰污水因其成分复杂、毒性大、难于生物降解,是世界公认的最难处理废水之一。以山东钢铁集团济南焦化厂为例,介绍了酚氰污水来源及AA-OO废水处理工艺流程。投产之初,因在工艺、操作等方面存在诸多问题,出现了多次硝化菌受抑制现象,该厂对存在的问题进行了认真梳理及剖析,并采取了针对性的措施。优化结束后,整个工艺运行稳定,出水指标达到炼焦行业污染物排放标准,运行成本也有明显下降,取得了较好的效果,其成功经验值得焦化同行的借鉴。     

模糊综合法在城市绿地系统景观生态综合评价中的应用——以上海市为例

绿地是城市人工景观中最重要的自然要素,以往对绿地景观生态的研究主要集中在能量流动和空间结构等方面,很少涉及城市绿地景观生态的综合评价。本文利用融模糊综合评判和模糊聚类分析于一体的模糊综合法对城市绿地系统景观生态进行了综合评价。     

An optimized airfoil geometry for vertical-axis wind turbine applications

ABSTRACT

In this work, a new airfoil shape optimized for vertical-axis wind turbine applications is proposed. Different airfoil shapes have been analyzed with JavaFoil, a panel method software. Then, the results from the analysis have been used to optimize the performance of the new airfoil shape. Afterward, Computational Fluid Dynamics (CFD) simulations of the proposed airfoil, UO-17-LDA, are run for different angles of attack to provide insight into the flow field and the mechanisms related to this increase in performance. The UO-17-LDA airfoil presents a high lift-to-drag ratio and a delayed stall angle with respect to the original FX-63-137 airfoil, making it suitable for vertical-axis wind turbine applications. This increase in performance has been verified by comparing two VAWT designs with the original and the proposed airfoil using a double-multiple streamtube model. Finally, the practicality of JavaFoil for the comparison of different airfoil geometries has been verified, as it is capable of obtaining results for a wide number of flow conditions in small computational times and with a user-friendly interface. Nevertheless, the results diverge from the actual solution for high angles of attack (beyond stall). Hence, the time and effort required to perform CFD simulations is justified to gain insight into the actual behavior of a particular airfoil, as well as to obtain a richer analysis of the flow field and the mechanisms related to the airfoil performance.     

INDUCED OXIDATION OF STREAMS AND WATER QUALITY CONTROL INSTITUTIONS1

The proof is rapidly mounting that instream aeration is a technically and economically feasible supplement to secondary treatment of wastes, an alternative to tertiary waste treatment. Some phenomena remain unexplained; and competing technologies, especially those employing molecular oxygen, are being explored vigorously. However, there are convincing arguments in favor of aeration on theoretical grounds, proved technology is available; and the first installations have already been made. While remaining questions are being further investigated, it is time to consider in more detail the broader aspects, as to the institutional, legal, and political hurdles to be overcome before advantage can be taken of the new technology. This paper first summarizes the state-of-the-art as far as technology is concerned; and then outlines the institutional problem.     

A SYSTEMS STUDY OF STORM RUNOFF PROBLEMS IN A NEW TOWN1

A system study was conducted on the use of a large number of small reservoirs dispersed throughout an urban community as a means of storm water pollution control. The study was based on an area within the “new city” of Columbia, Maryland. Water collected and stored in the reservoirs is treated for release or use in meeting sub-potable and potable water demands in the community. Design and performance criteria were developed for such a system. A simulation model and a computerized evaluation technique were used to select the optimal locations and system configurations. The results of this study indicated that such a system would be less expensive than a conventional engineering approach to storm water pollution control. Further, the benefits derived from use of the storm water as a water supply can offset a portion of the cost of pollution control. Several secondary benefits also result from this concept including erosion and sediment control, storm flow dampening, and recreational facilities. A program is now underway to demonstrate this concept in Columbia, Maryland.     

Optimal Location and Management of Waste Disposal Facilities Affecting Ground Water Quality1

ABSTRACT: Numerical simulation of ground water solute transport is combined with linear programming to optimize waste disposal. A discretized form of the equation governing solute transport is included as a set of constraints in a linear program. Two problems are described. First, the management model is used to maximize ground water waste disposal. The model constrains disposal activities so that the quality of local ground water supplies is protected. Parametric programming is shown to be important in evaluating waste disposal tradeoffs at the various facilities. Changes in the velocity field induced by waste water injection cause a nonlinearity in the solute transport equation which is dealt with by employing an iterative procedure. The second problem is aimed at identifying all sites which are suitable for waste disposal in the subsurface. The management model is manipulated so that the optimal value of the dual variables are “unit source impact indicators.” This physical interpretation is valuable in identifying feasible disposal sites. The joint simulation and optimization approach permits the management of complex ground water systems where the aquifer is used simultaneously for waste disposal and water supply.     

A REVIEW ON DECISION MODELS IN ECONOMICS OF REGIONAL WATER QUALITY MANAGEMENT1

ABSTRACT The literature on decision models in economics of regional water quality management is reviewed and classified.     

STATE VARIABLE MODEL FOR URBAN RAINFALL-RUNOFF PROCESS1

ABSTRACT: A nonlinear hydrologic system model has been developed for analyzing the urban rainfall-runoff process. The model is formulated as a state variable model consisting of several parameters. A search technique is employed to find the set of parameters for which the model's response best fits observed data. The model could be used in either a simulation or forecasting mode. The model is applied to observed data for the Waller Creek Watershed in Austin, Texas, to develop the model parameters for various levels of urbanization of the watershed. The trend of each parameter with respect to levels of urbanization is examined.