广东省沿岸海域藻华发生的时空特征

本文收集了1980—2017年广东省沿岸藻华发生数据,并进行了系统分析,结果表明藻华发生区域主要集中于珠江口附近、大鹏湾和大亚湾水域,具有明显的时空特征。不同区域的藻华种类差异明显,广东西部多发硅藻藻华,广东中部多发甲藻藻华,广东东部多发金藻藻华。且各地区主要藻华种类的发生也呈现出不同的年际和季节差异,广东沿岸中部地区每年几乎都有藻华出现,其中大鹏湾海域在2000年以后无硅藻藻华发生,大亚湾海域在2002年之前以硅藻藻华为主,2002年以后以甲藻藻华为主;而东部和西部在2000年以前几乎无藻华发生,直到2000年以后才开始频繁出现藻华。西部地区（湛江海域）夏季多发硅藻藻华,中部地区的珠江口春季多发有毒藻华,大鹏湾春季多发夜光藻（Noctiluca scintillans）藻华,大亚湾夏秋季节多发锥状斯氏藻（Scrippsiella trochoidea）藻华,广东东部的球形棕囊藻（Phaeocystis globosa）藻华可在全年出现。综上,广东省藻华原因种类分布具有明显的地域和季节特征,因此需要对不同地区的藻华发生情况和可能诱因进行有针对性的监测和研究,采取区域化的管理,以期能够更合理高效地利用和保护广东省的海洋资源。     

南京八卦洲农用地表层土壤重金属分布特征及风险评价

为查明南京八卦洲土壤重金属污染物类型及其影响范围,于2017年12月在洲内采集了471个表层土壤样品,测定了pH及As、Cd、Cr、Cu、Hg、Ni、Pb、Zn等8种重金属元素浓度,采用单因子指数法、内梅罗综合指数法和潜在生态危害指数法进行了污染风险评价。研究结果表明:As、Cd、Cr、Cu、Hg、Ni、Pb和Zn平均浓度分别为10.66、0.32、86.74、43.25、0.10、40.34、33.50和108.33 mg·kg-1,除As、Hg元素外,其余6种元素均超过南京市背景值,出现大范围的富集;Cd元素为研究区主要污染物,绝大部分为Ⅱ级轻微污染,均分布于八卦洲服务区附近的中、酸性土覆盖区,需做好安全利用措施。从全区来看研究区大部分农用地土壤处于安全生产级别,仅有少部分区域处于Ⅱ级和Ⅲ级风险水平,总体上潜在生态危害较低。     

纳米涂层/铝合金在不同pH值的海水溶液中的腐蚀行为研究

目的评价纳米涂层/铝合金在不同pH值海水溶液中的腐蚀行为。方法通过测试纳米涂层/铝合金试样在不同pH值海水溶液中的EIS值,分析试样阻抗谱图及Bode谱图的演化规律,建立不同EIS图谱的不同电极阻抗模型,并采用ZView软件解析涂层体系不同时期的电化学阻抗谱,获得涂层电阻的变化趋势,及不同pH值海水浸泡的纳米涂层体系腐蚀失效速度。结果随着浸泡时间的增加及pH值的降低,纳米涂层/铝合金体系腐蚀损伤失效速率在浸泡前期整体趋势增大,但中后期由于腐蚀产物逐渐堵塞了涂层的微孔,腐蚀介质向铝合金表面渗透的速率逐渐减小。结论 pH为2.0海水浸泡下的3涂层失效最快,其次是pH为4.0海水浸泡下的2涂层,最后为p H为6.0海水浸泡下的1涂层,该涂层体系应采用等效电路模型C进行拟合。     

铍青铜弹簧片应力腐蚀断裂研究

目的研究传感器微动开关弹簧片应力腐蚀的机理,找到断裂原因。方法对弹簧片进行断口形貌观察、能谱成分分析,并进行产品模拟腐蚀实验。结果传感器内部意外进入雨水,在工作温度下形成湿热环境,开关盒中的游离氨在此环境下释放出来,在开关盒内部形成潮湿氨气氛,铍青铜弹簧片工作时凹面一侧承受静拉应力作用,从而在潮湿氨和拉应力共同作用下发生应力腐蚀开裂。结论通过采用无氨酚醛塑料制备开关盒,弹簧片的应力腐蚀得到了有效预防。     

印制电路板海洋环境试验与实验室环境试验相关性研究

目的研究机载电子设备印制电路板西沙海洋大气环境与实验室环境试验的相关性。方法在西沙海域环境下开展两种印制电路板的棚下暴露试验,暴晒试验时间为3年,同时在实验室开展盐雾试验,分别通过测试绝缘电阻、品质因数研究两种试验环境的相关性。结果将以绝缘电阻、品质因数为基准相关性评价结果进行平均,得出印制电路板实验室加速试验和自然暴露试验存在着强相关。两种样品的加速系数分别是3.5,5.15。结论建立了印制电路板在西沙海洋环境试验和实验室盐雾环境试验的相关性,可为后续西沙环境试验的加速处理提供依据。     

气体中毒窒息事故的环境应急监测

以株洲市攸县某矿业公司"5·7"重大中毒窒息事故的环境应急监测为例，详细阐述了该事故开展应急监测的全过程。针对锁定污染因子、查找污染源、判断污染团的扩散趋势以及监控敏感点的安全等监测目的设计监测方案。通过监测数据分析确定事故特征因子为CO，其周边环境空气中浓度随着与抽风口距离的增加而快速下降，监测到附近居民区环境空气质量未受事故影响。     

Analysing the sensitivity behaviour of two hydrology models

Recently, the New Morris Method has been presented as an effective sensitivity analysis tool for mathematical models. The New Morris Method estimates the sensitivity of an output parameter to a given set of input parameters (first-order effects) and the extent these parameters interact with each other (second-order effects). This method requires the specification of two parameters (runs and resolution) that control the sampling of the output parameter to determine its sensitivity to various inputs. The criteria for these parameters have been set on the analysis of a well-behaved analytical function (see Cropp and Braddock, Reliab. Eng. Syst. Saf. 78:77–83, 2002), which may not be applicable to other physical models that describe complex processes. This paper will investigate the appropriateness of the criteria from (Cropp and Braddock, 2002) and hence the effectiveness of the New Morris Method to determine the sensitivity behaviour of two hydrologic models: the Soil Erosion and Deposition System and Griffith University Representation of Urban Hydrology. In the first case, this paper will separately analyse the sensitivity of an output parameter on a set of input parameters (first- and second-order effects) for each model and discuss the physical meaning of these sensitivities. This will be followed by an investigation into the sampling criteria by exploring the convergence of the sensitivity behaviour for each model as the sampling of the parameter space is increased. By comparing these trends to the convergence behaviour from Cropp and Braddock (2002), we will determine how well the New Morris Method estimates the sensitivity for each model and whether the sampling criteria are appropriate for these models. It will be shown that the New Morris Method can provide additional insight into the functioning of these models, and that, under a different metric, the sensitivity behaviour of these models does converge confirming the sampling criteria set by Cropp and Braddock.     

Environmental quality control and environmental games

Conclusion  In this paper we have considered a specific environmental game emphasizing both control-prevention efforts and the propensity to pollute by a firm which adopts a given pollution abatement technology. A random payoff game was constructed and solved under a risk neutral assumption and quadratic utilities for both the firm and the environmental controller. The game thus defined, provides a wide range of interpretations and potential approaches for selecting a control-inspection policies to prevent environmental risks. There are of course many facets to this problem, which could be considered and have not been considered in sufficient depth. For example, more complex control mechanisms and liabilities, the effects of insurance and risk sharing, the application of cooperative efforts and subvention of pollution abatement investments (through tax incentives and their like), etc. have not been considered [5,7]. These are topics for further research. The basic presumption of this paper is that it is very difficult to fully enforce pollution prevention by firms, as a result, some controls are needed to ensure that firms be controlled so that appropriate efforts are carried.