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针对非线性规划的系统最优化理论,从工程实用化的角度优选了一种求解约束非线性规划问题的计算方法——可变容差法。详细分析了其算法的有效性和工程实用性;并在国外大型计算机软件成果的基础上,结合国内普及型微机的应用特点,研制出该算法的实用型微机软件。此外,还介绍了本微机软件的功能特点和在环保上应用计算的实例。 相似文献
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本文介绍了混合整数规划(包括全整数规划、0—1规划和混合整数规划)求解的实用微机计算软件(FORFRAN语言、分支-定界算法)。通过在MC68000微机上对某矿山给排水工程优化设计实例模型的求解运算,给出了该软件的应用说明及例题计算结果的输出实样清单。 相似文献
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"十三五"规划首次将加强生态文明建设写入5年规划,水生态文明是生态文明基础保障。通过对水生态文明建设内容的学习、分析和理解,研究水生态文明水安全、水环境、水景观、水文化和水经济5个方面的发展,提出以空间集约型污水处理厂推进水生态文明建设。空间集约型污水处理厂以科学发展观为指导,符合新常态下城镇水生态文明建设的需求,能够保障水安全、保护水环境、打造水景观、弘扬水文化、发展水经济,推进水生态文明建设,实现新常态下人水和谐的水生态文明建设。 相似文献
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《再生资源与循环经济》2017,(12)
针对废旧产品拆卸序列规划的要求,首先需要对废旧产品的结构特征进行建模,才能正确求解可行的拆解序列。目前常用的可拆卸模型以零部件的几何特征为依据,忽视了零部件的材料属性。提出一种结合几何属性和材料属性的DBOM可拆卸模型,该方法可通过产品的设计模型来直接生成,并且有助于拆卸序列的求解能综合考虑零部件的处理方式。 相似文献
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介绍了区域组团式水热能综合利用的模式,区域组团式水热能综合利用以节能、降耗、减污、增效为目标,从大型企业、工业园区或镇市三个层面构建包含有工业企业、商业办公区、居民区、污水处理厂、热电厂及水体在内的多主体的水、热、能综合利用网络,形成以水为物质和能量载体的新的利用模式。以污水厂和热泵为中心的江苏恒力集团有限公司(简称恒力集团)的水热能综合利用网络,可实现集团内的废水零排放,回收的能源占恒力集团能源年消耗量的9.4%,年产生效益约4820万元。组团式水热能综合利用的思路为当前我国各行业的节能减排提供了一种新模式。 相似文献
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To tackle nonlinear economies-of-scale (EOS) effects in interval-parameter constraints for a representative waste management problem, an inexact piecewise-linearization-based fuzzy flexible programming (IPFP) model is developed. In IPFP, interval parameters for waste amounts and transportation/operation costs can be quantified; aspiration levels for net system costs, as well as tolerance intervals for both capacities of waste treatment facilities and waste generation rates can be reflected; and the nonlinear EOS effects transformed from objective function to constraints can be approximated. An interactive algorithm is proposed for solving the IPFP model, which in nature is an interval-parameter mixed-integer quadratically constrained programming model. To demonstrate the IPFP's advantages, two alternative models are developed to compare their performances. One is a conventional linear-regression-based inexact fuzzy programming model (IPFP2) and the other is an IPFP model with all right-hand-sides of fussy constraints being the corresponding interval numbers (IPFP3). The comparison results between IPFP and IPFP2 indicate that the optimized waste amounts would have the similar patterns in both models. However, when dealing with EOS effects in constraints, the IPFP2 may underestimate the net system costs while the IPFP can estimate the costs more accurately. The comparison results between IPFP and IPFP3 indicate that their solutions would be significantly different. The decreased system uncertainties in IPFP's solutions demonstrate its effectiveness for providing more satisfactory interval solutions than IPFP3. Following its first application to waste management, the IPFP can be potentially applied to other environmental problems under multiple complexities. 相似文献
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George Mavrotas Sotiria Skoulaxinou Nikos Gakis Vassilis Katsouros Elena Georgopoulou 《Waste management (New York, N.Y.)》2013,33(9):1934-1949
In this study a multi-objective mathematical programming model is developed for taking into account GHG emissions for Municipal Solid Waste (MSW) management. Mathematical programming models are often used for structure, design and operational optimization of various systems (energy, supply chain, processes, etc.). The last twenty years they are used all the more often in Municipal Solid Waste (MSW) management in order to provide optimal solutions with the cost objective being the usual driver of the optimization. In our work we consider the GHG emissions as an additional criterion, aiming at a multi-objective approach. The Pareto front (Cost vs. GHG emissions) of the system is generated using an appropriate multi-objective method. This information is essential to the decision maker because he can explore the trade-offs in the Pareto curve and select his most preferred among the Pareto optimal solutions. In the present work a detailed multi-objective, multi-period mathematical programming model is developed in order to describe the waste management problem. Apart from the bi-objective approach, the major innovations of the model are (1) the detailed modeling considering 34 materials and 42 technologies, (2) the detailed calculation of the energy content of the various streams based on the detailed material balances, and (3) the incorporation of the IPCC guidelines for the CH4 generated in the landfills (first order decay model). The equations of the model are described in full detail. Finally, the whole approach is illustrated with a case study referring to the application of the model in a Greek region. 相似文献
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In recent years there has been a significant increase in the development and application of ever more sophisticated multi-dimensional models for solving the hydrodynamic and constituent transport equations which govern the flushing of pollution. However, advanced numerical modelling techniques can sometimes be augmented by alternative mathematical approaches which use simplified analytical solutions to predict the dispersion of contaminants. In the present article, a novel analytical tidal prism model is described for predicting the pollution flushing characteristics of small tidal embayments. The model relates the water quality response of the basin to the external forcing effects of the tide, the initial pollutant loading and the freshwater inflow rate. In general, the pollution flushing not only depends upon the geometry of the embayment and the tidal range but also on the proportion of effluent water which leaves the basin on an ebb tide, mixes with the surrounding coastal water and returns on subsequent flood tides. This effect has been taken into account in the mathematical model by the inclusion of a ‘pollution-return’ parameter. The analytical approach offers a viable and computationally inexpensive alternative to conventional multi-dimensional pollutant transport simulations and, more importantly, provides an increased understanding of the flushing characteristics of semi-enclosed tidal basins. The efficiency of the tidal flushing can be expressed in terms of the pollution exchange coefficient which measures the proportion of water exchanged with the sea each tidal cycle. To demonstrate the accuracy of the proposed mathematical formulation, analytical water quality predictions are compared against experimental pollution data from a 1:400 scale laboratory model of a generic square harbour. The results demonstrate that the analytical approach provides a simple and robust method of determining the water quality response of well-mixed tidal embayments. 相似文献
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采用O3氧化法和O3-H2O2氧化法去除水中的聚丙烯酰胺(PAM),分别考察了反应时间、O3质量浓度、n(H2O2)∶n(O3)和溶液pH对PAM去除效果的影响。实验结果表明:O3氧化的最佳操作条件为反应时间30 min、O3质量浓度22.6 mg/L、溶液pH 8.5,O3-H2O2氧化的最佳操作条件为反应时间10 min、O3质量浓度22.6 mg/L、n(H2O2)∶n(O3)=0.1、溶液pH 8.5;在最佳操作条件下,O3氧化和O3-H2O2氧化均可有效降低PAM溶液的黏度和PAM质量浓度,但对COD的去除效果不佳,黏度可降至和蒸馏水相近,PAM的去除率可达80%以上,而COD的去除率分别约为15%和28%;O3-H2O2氧化后的PAM比O3氧化后的PAM更容易被微生物利用,两种氧化预处理方法均有利于后续的生化处理。 相似文献