基于G1法的高危作业疲劳风险模糊综合评判

疲劳严重威胁作业安全,许多事故都直接或间接由疲劳引发。针对高危作业疲劳风险评价问题,考虑作业疲劳致因,综合运用G1法,提出高危作业疲劳风险的模糊综合评判方法。首先,根据疲劳的表现,系统分析影响高危作业疲劳的因素,以管理因素、岗位因素、作业环境、生理、心理等5个因素为准则,构建作业疲劳风险的评价指标体系。然后,应用G1法,确定指标权重,建立高危作业疲劳风险多级模糊综合评价模型,评判疲劳状况。最后,通过一个案例验证了模型方法的可行性与有效性,为综合评判高危作业疲劳发生可能性提供了一个新视角与方法。     

高氟病区茶园土壤氟形态及其分布特征

采用连续化学提取法,测定了黔西北高氟病区茶园土壤样品氟含量及氟的形态.结果表明:供试土壤全氟含量为314~3558mg/kg,平均为945mg/kg,高于全国土壤全氟平均含量(453mg/kg).不同类型供试土壤中全氟含量高低顺序为:棕壤和褐土(分别为1118和1114mg/kg)>黄棕壤(908mg/kg)>黄壤(681mg/kg).供试土壤中不同形态氟含量以残余态最高,其平均含量为940mg/kg;其次为有机束缚态氟,平均含量为7.82mg/kg,处于氟污染较高水平,可能会对人体健康和生态环境产生重要影响;铁锰结合态氟也较高,平均含量3.99mg/kg;水溶态氟和可交换态氟均较低,其平均含量分别为:1.98,1.14mg/kg.由此可见,土壤中氟形态大部分均以残余态形式存在于土壤中,可被茶树叶吸收的水溶态氟和可交换态氟含量均不高.相关性分析表明:可交换态氟只与水溶态氟呈显著正相关关系(r=0.459**),而水溶态氟与铁锰结合态氟、残余态氟和全氟均呈正相关关系(r分别为0.240*, 0.226*, 0.229*), 有机束缚态氟与铁锰结合态氟、残余态氟和全氟也呈正相关关系(r分别为0.757**, 0.312**, 0.320**),水溶态氟与土壤交换性盐基含量之间也呈极显著正相关关系,而土壤氟形态与有机质的相关性不明显,仅有机束缚态氟与土壤有机质呈弱负相关.本研究可为该区域土壤氟污染防治提供科学依据,也为土壤氟的迁移转化及其对生态和环境的影响研究奠定一定的理论基础.     

铁路噪声对沿线住宅小区的影响

主要考虑铁路噪声的直达声和一次反射声对住宅小区的影响,建立了铁路沿线城市住宅区列车噪声衰减的理论模型,计算分析了铁路噪声对建筑群纵深的影响,并与实测值进行比较,验证了模型的可靠性.     

甲醛对原癌基因c-myc、MDM2及抑癌基因p53的影响

为研究吸入性甲醛的毒性能否进入动物骨髓组织,引起骨髓组织基因表达发生改变,选择小鼠某些原癌基因和抑癌基因为研究对象,以SPF级balb/c雄性小鼠为材料,采用动态吸入方式染毒2周(5+2模式),染毒浓度分别为0, 0.5, 3.0mg/m3,用半定量RT-PCR方法检测不同浓度甲醛对小鼠染毒后骨髓组织细胞中c-myc、MDM2和p53基因表达的变化.结果表明,在不同浓度的甲醛暴露条件下,与空白对照组相比,小鼠骨髓组织中的c-myc基因,MDM2基因和p53基因表达均发生改变,在3.0mg/m3浓度组与空白对照组存在显著差异(P<0.05), c-myc基因,MDM2基因呈现表达上调,p53基因则呈现表达下调.吸入性甲醛的毒性能进入动物骨髓组织,并能引起骨髓组织基因表达发生改变.     

热解底泥对两种氟喹诺酮类抗生素和双酚A的吸附

将滇池断桥底泥在不同炭化温度(200℃—500℃)下制成热解底泥,用元素分析仪表征其元素组成.以诺氟沙星(NOR)、氧氟沙星(OFL)和双酚A(BPA)为代表化合物,研究人工合成有机污染物在热解底泥上的吸附行为,从而深入了解热解底泥的吸附特性以及其施用对有机污染物的环境行为和风险的影响.结果表明,热解底泥随炭化温度的增加,芳香性升高,极性降低,阳离子交换量降低,对NOR、OFL和BPA的吸附非线性增强.热解底泥的吸附性能比原始底泥更强,随炭化温度的升高,对NOR的吸附依次减弱,对OFL的吸附变化不大,对BPA的吸附依次增强,这与热解底泥极性和阳离子交换量,以及吸附质的极性相关.在原始底泥和热解底泥上,NOR和OFL的吸附均明显强于BPA,这主要因为NOR和OFL与底泥中无机矿物组分可通过阳离子交换作用和阳离子桥接作用使其吸附强于BPA,并且NOR和OFL相比于BPA官能团多且复杂.     

Egg production and hatching success in North Adriatic Sea populations of the copepod acartia clausi

Egg production, fecal pellet production and hatching success are reported for Acartia clausi females sampled during three cruises in February 1997, 1998 and June 1997 at 20-24 stations along 4 transects in the North Adriatic Sea. Dramatically low hatching rates were recorded during both diatom bloom events in February as opposed to much higher rates during post-bloom conditions in June, even though A. clausi productivity during the bloom was apparently high. These results are discussed in the light of recent findings on the negative impact of diatoms on copepod reproductive potential.     

热力耦合作用下深部煤层渗流规律试验研究

为了进一步揭示深部煤岩渗透率的变化规律,进行了高有效应力和高温条件下煤体渗透规律测定试验.结果表明:随着有效应力的增大,煤层渗透率呈现递减趋势;温度升高,煤体出现膨胀现象,渗透率减小.初步提出了热力耦合作用下含瓦斯煤渗透率影响机理,即温度升高,煤固体骨架膨胀,试件内部孔隙裂隙体积减小,瓦斯渗流通道减小,渗透率减小;有效应力增大,煤体孔隙裂隙被压缩,导致渗透率逐渐减小.     

Recent shoreline evolution and beach erosion along the central Adriatic coast of Italy: the case of Molise region

A study on the modern dynamics and shoreline changes from 1954 to 2014 of the Molise coast (central Adriatic Sea) has been carried out. Short to long-term shoreline changes and associated surface area variations have been assessed in GIS environment for the study coast, subdivided in nine coastal segments (S1-S9), by using 100-m regularly spaced transects. In addition, the possible influence of natural and anthropogenic factors, especially of climatic variability and engineered shoreline defense structures, has been investigated. The Molise coast has experienced notable long-term erosion (period 1054-2014) that caused an overall coastal land loss of approximately 940,000 m². Erosion was, yet, limited to coastal segments S1 and S7, nearest to the mouths of major rivers, namely Trigno and Biferno, while the major part of the study coast has remained essentially stable or even advanced. Increased shoreline protection by defense structures has generally favoured shoreline stability and frequently generated shoreline advance, except for segments S1 and S7. Observed differences in shoreline change rates over time at the decadal to interannual scale, have not find a response in the analysis of available data on meteo-marine conditions of the Molise coast and climate variability indices, pointing out the need to improve knowledge on meteomarine conditions and on climatic variability forcing of the study area. From 2004 to 2014, the Molise shoreline remained essentially stable. Nonetheless, most recent shoreline changes (period 2011-2014) and modern shoreline dynamics indicate that erosion has become more widespread, involving at least part of segments S2-S3 and S8-S9, located south of the river mouth segments. The localized long-term shoreline retreat and most recent shoreline erosion appear to be primarily related to channel adjustments of the Biferno and Trigno rivers that occurred since the 1950s under the control of human interventions on the rivers, especially the construction respectively of a dam and a check dam along their lower courses, that trap of most of their solid load, affecting so adversely the sediment budget of the river mouths areas and adjacent beaches. Overall data acquired on the recent shoreline evolution and modern shoreline dynamics of the Molise coast and on related causal factors provide a good basic knowledge for regional coastal management purposes, and for further scientific purposes. Particularly, they suggest the opportunity to deepen a number of aspects such as the relationship between the coast and river catchments feeding it, the possible influences on the Molise shoreline dynamics of the neighbouring coasts, the efficiency/obsolescence of defense structures and the present-day vulnerability to coastal erosion of the Molise coast.     

The assessment of the coastal vulnerability and exposure degree of Gran Canaria Island (Spain) with a focus on the coastal risk of Las Canteras Beach in Las Palmas de Gran Canaria

The Coastal Vulnerability and Exposure Degree (CVED) of the Gran Canaria Island and the coastal risk of Playa de Las Canteras (Las Palmas de G.C.) have been assessed by means of a GIS analysis. The evaluation of coastal vulnerability (H) has been performed by using two different levels of analysis: the first one regarding the entire Island (Coastal Vulnerability Index method - CVI), the second one regarding specifically Las Canteras Beach, selected for its socio-economic importance (Coastal Vulnerability Assessment method - CVA). The application of the CVI method, based on geologic-geomorphologic and meteomarine data easily available, has allowed the regional scale assessment of coastal vulnerability (H) along the Gran Canaria coastline and, therefore, the individuation of more critical coast stretches deserving further analysis. The application of the CVA method, based on more specific morphologic-sedimentary beach features that allow to consider both the beach retreat due to storm surge and the coastal inundation due to run-up on the beach, has provided a large scale detail on the coastal vulnerability of Las Canteras Beach. Socio-economic and damage indexes have been determined for the 15 coastal municipalities included in the study area and, by means of the resulting matrix product, the degree of exposure (E_x) along the Gran Canaria coast has been assessed. Finally, the combination of coastal vulnerability and exposure levels has allowed to obtain the Coastal Vulnerability and Exposure Degree (CVED) for the entire Island and the risk levels that characterize specifically Las Canteras Beach. Major results in terms of CVED highlight prevailing low vulnerability and exposure levels along the western coast, and overall high vulnerability and exposure levels along the eastern coast, from Las Palmas de G.C. to San Bartolomé de Tirajana. The focus made on Playa de Las Canteras has allowed to identify the areas characterized by medium and high risk levels that represent approximately one third (940 m) of the entire beach and are located in its central part. The used two-level analysis approach has proved its efficiency by highlighting the degree of coastal vulnerability along the study coast and, especially, more critical coast stretches (CVI method) such as the Playa de Las Canteras that can be successfully analysed with the CVA approach allowing for a large-scale assessment of risk aspects, essential for a correct definition of priority management strategies. Results obtained with the present study, along with the awareness of the increasing phenomena of coastal erosion and marine flooding arising on the mid-long term due to the effects of global climate change, highlight the need for the competent public administrations of Gran Canaria to develop a strategic approach to coastal management and sustainable development that considers as a whole socio-economic values and natural resources, coastal vulnerability and exposure degree, and risk aspects.     

基于统计的百花湖表层水中重金属分布特征

以云贵高原深水湖泊百花湖为研究对象,研究其表层水中9种重金属(As,Hg,Cd,Pb,Fe,Cu,Zn,Mn和Cr)的分布特征并开展溯源研究. 结果表明:各采样点之间重金属含量变化较大,变异系数为5.6%～147%,同一采样点水质中重金属元素含量变化顺序为Fe>Mn>Cr>Zn>Cu>As>Pb>Hg>Cd;地统计分析从空间角度表明百花湖不同水域重金属含量分布差异较大;ρ(Ca)与ρ(Cu),ρ(Pb)的相关系数(R2)分别为-0.771(P<0.01)和-0.692(P<0.05);主成分分析揭示了该湖泊水体重金属含量主要受4个因素的影响(分别解释了总因子的33.88%,19.32%,18.02%和11.81%),其中一些重金属同时受2个以上主成分因素的影响;聚类分析将这9种重金属归为4类,Fe单独为一类,Cd,Pb,Hg,As和Cu为一类,Zn,Cr为一类,Mn独自为一类. 地统计分析、相关性分析、主成分分析和聚类分析的应用使得影响因素复杂的水环境问题的研究相对简单化.