The research of market structures for remanufactured products

The rapid development of technology has made it easier to distribute products directly, and many enterprises excel at executing a multi-channel strategy to distribute products. The introduction of direct channel adds a new competition dimension to the enterprises. This paper considers three market channel structures: R-Channel, D-Channel and H-Channel. In R-Channel, both new products and remanufactured products are sold through a retailer. In D-Channel, new products are sold through retailers and remanufactured products are sold directly to consumers. In H-Channel, new products are sold through retailers, while remanufactured products through dual channel. Using the game theory, we obtain and analyse the equilibrium prices, market demands and the profits gain under these three settings. At the same time, the influence of consumers’ willingness to pay on the environment performance is researched. Our results show that the manufacturer prefers H-Channel. By introducing the direct channel the manufacturer is always economically better off, but it is not for the retailer. The numerical simulation also confirms the theoretical analysis and shows that H-Channel has advantages of economic benefit and environmental performance. It is feasible for practical application.     

Impact of floodplain and Stage 0 stream restoration on flood attenuation and floodplain exchange during small frequent storms

River flooding impacts human life and infrastructure, yet provides habitat and ecosystem services. Traditional flood control (e.g., levees, dams) reduces habitat and ecosystem services, and exacerbates flooding elsewhere. Floodplain restoration (i.e., bankfull floodplain reconnection and Stage 0) can also provide flood management, but has not been sufficiently evaluated for small frequent storms. We used 1D unsteady Hydrologic Engineering Center's River Analysis System to simulate small storms in a 5 km-long, second-order generic stream from the Chesapeake Bay watershed, and varied % channel restored (starting at the upstream end), restoration location, restoration bank height (distinguishes bankfull from Stage 0 restoration), and floodplain width/Manning's n. Stream restoration decreased (attenuated) peak flow up to 37% and increased floodplain exchange by up to 46%. Floodplain width and % channel restored had the largest impact on flood attenuation. The incremental effects of new restoration projects on flood attenuation were greatest when little prior restoration had occurred. By contrast, incremental effects on floodplain exchange were greatest in the presence of substantial prior restoration, setting up a tradeoff. A similar tradeoff was revealed between attenuation and exchange for project location, but not bank height or floodplain width. In particular, attenuation and exchange were always greater for Stage 0 than for bankfull floodplain restoration. Stage 0 thus may counteract human impacts such as urbanization.     

Measuring bed shear stress along vegetated river beds using FST-hemispheres

The measurement of the bed shear stress along vegetated river beds is essential for accurately predicting the water level, velocity and solute and sediment transport fluxes in computational hydroenvironmental models. Details are given herein of an experimental and theoretical study to determine the bed boundary shear stress along vegetated river beds introducing a novel field measuring method, namely the FliessWasserStammtisch (FST)-hemispheres. Although investigations have been conducted previously for sedimentary channels using the FST-hemispheres, this preliminary study is thought to be the first time that such hemispheres have been used to investigate the bed shear stresses in vegetated channels. FST-hemispheres were first developed by Statzner and Müller [1989. Standard hemispheres as indicators of flow characteristics in lotic benthos research. Freshwater Biology 21, 445-459] to act as an integrated indicator of the gross hydrodynamic stresses present near the bed. Test and validation data were found to be at least of the same order of magnitude for the stresses predicted from literature for sedimentary channels, with this study establishing the commencement of a database of calibrated FST-hemisphere laboratory data for vegetated channel beds. In a series of experiments, depths ranging from 0.1 to 0.28m were considered, equating directly to comparable conditions in small rivers or streams. The results of this study provide a basis for enabling the FST-hemispheres to be used to evaluate the boundary shear stress for a wider range of applications in the future, including vegetated river beds.     

底泥原位洗脱过程中氮磷含量与形态变化特征

随着城市化进程的不断推进,城市河流底泥中内源氮磷污染问题日益突出.为研究原位洗脱技术对污染底泥中氮、磷物质和成分的作用效果,以北京市凉水河作为研究对象,分别比较了现场试验洗脱与对照组0~30 cm分层底泥以及实验室模拟洗脱处理前后0~10 cm底泥中pH、E_h（氧化还原电位）、容重、含水率、OM（有机质）、TN、TP和氮、磷形态分布的变化特征.结果表明:①现场洗脱对0~5 cm厚度底泥的处理和模拟洗脱处理均对底泥中pH、E_h、含水率的改变以及其中TN、TP的去除效果表现显著,其中,现场试验洗脱组0~5 cm范围底泥中w（TN）、w（TP）分别较对照组降低了66.4%±17.4%、40.8%±24.4%,模拟洗脱处理对底泥中OM、TN、TP的去除率分别达70.1%±4.8%、66.8%±2.0%、43.1%±3.1%.②原位洗脱技术对底泥中TN的去除主要通过对PON（颗粒态有机氮）的去除来实现,现场和模拟试验过程中PON对TN去除的贡献率分别达55.0%和73.6%.③原位洗脱对底泥中TP的去除主要通过对Al-P（铝结合态磷）、OP（有机磷）的去除来实现,现场和模拟试验中Al-P、OP对TP去除的贡献率分别达37.0%、66.2%和31.3%、43.7%.研究显示,原位洗脱技术可有效去除城市河流底泥处理层中的氮磷物质,并以有机氮、磷物质的去除为主.      

长江口滨岸潮滩沉积物中磷的环境地球化学特征

研究了长江口滨岸潮滩表层沉积物中磷的分布、形态等环境地球化学特征。结果表明该地区表层沉积物中磷的含量水平在18．0-31．4μmol/g之间，最大值出现在浦东白龙港污水排放口附近，长江口滨岸潮滩沉积物中磷的分布呈现明显的空间和季节性变化规律，这主要与潮滩不同地段磷的来源、沉积物质地的差异，以及水动力、环境介质条件和生物作用的时空变化密切相关。此外，沉积物中磷的形态分级研究表明大部分沉积磷以无机磷形式存在，其中无机磷又以钙结合磷为主；有机磷比例较少。其次，潮滩沉积物表层上覆水中可溶磷的浓度一般都大于沉积物间隙水，沉积物-水界面中磷主要以累积作用过程为主。     

钙镁磷肥对土壤中镉形态转化与水稻吸镉的影响

酸性镉污染水田施用不同用量的钙镁磷肥的田间试验表明:土壤中交换态镉的分配系数随钙镁磷肥用量的增加而降低,呈显著负相关(r,-0.9314);碳酸盐结合态和铁锰氧化物结合态镉的分配系数则呈显著正相关(r,0,9395)。而土壤中有效态镉含量与钙镁磷肥用量则呈显著负相关(r,-0.8853)。镉污染水田一次性投加高量钙镁磷肥后,可使土壤pH显著升高,交换态镉分配系数明显下降,碳酸盐结合态和铁锰氧化物结合态镉分配系数明显升高,导致土壤中有效态镉含量大幅度下降,从而大大减少水稻植株的吸镉量。     

京津冀大气污染传输通道区大气污染时空格局研究

客观理解京津冀大气污染传输通道城市（“2+26”城市）空气污染时空格局对于区域大气污染联合防治具有重要意义.本研究采用遥感数据反演的PM_2.5浓度产品，利用趋势分析法和重心分析法，揭示了京津冀城市大气污染传输通道区2000~2015年大气污染时空格局演化特征.结果表明：（1）区域PM_2.5平均浓度整体呈现出太行山脉区域较低，太行山脉以东较高的格局，城镇地区明显高于周边地区.（2）2000~2015年区域PM_2.5年均浓度总体呈增加趋势，主要表现在2000~2007年，呈显著增加趋势的面积占全区的88.48%，之后呈稳定状态.（3）区域PM_2.5污染重心位于衡水、邢台和德州3市交界处，区域北部大气污染较严重.本研究可为京津冀及周边地区大气污染防治政策制定和措施实施提供参考与支持.     

导流明沟人工湿地治理橡胶废水实践

运用人工湿地原理，采用明沟导流治理橡胶生产废水，其工程投资低，占地面积小，运行稳定，易于管理，去除率高，处理后废水达到国家标准。     

基于正交试验方法的毛细矩形槽道平均流速影响因素分析

目的分析毛细矩形槽道平均流速的影响因素。方法通过公式推导毛细矩形槽道平均流速的有关影响因素,并且从中提取出部分因素,选用三因素三水平的正交试验表对流速进行分析,三因素分别为槽道宽度、槽道深度、槽道长度。通过CFX仿真得出对应的平均流速。结果得到了各因素水平变化对毛细矩形槽道平均流速的影响程度。槽道宽度及槽道深度对于毛细槽道平均流速具有比较大的影响,并得到最优的水平组合。结论对于毛细矩形槽道平均流速的影响因素给出了比较清晰的剖析,对于毛细矩形槽道传热的优化分析具有一定的参考意义。     

昆明城市生态河道建设探讨

在城市河道治理过程中，由于只片面强调防洪、排水，忽略了河道的其他功能，致使河道越挖越宽、越挖越深、越修越直，而河水越来越臭、越来越脏。建设生态河道是解决这些问题的唯一出路，既要顾及河道排洪、防洪等基本功能，又要保持河道生态系统的完整性。