低渗致密砂岩气田储层损害评价及保护措施

储层孔隙类型、孔隙结构、粘土矿物类型和含量等是造成气层受伤害的潜在因素 ,而外来固相、滤液以及生产或作业压差、生产时间等工程因素也可造成或加重对气层的伤害程度 ,因此 ,低渗致密气田 (藏 )的开发效果在很大程度上依赖于开发技术水平的提高。应用岩心评价实验、时间推移测井、生产测井以及试井等方法 ,评价了河南东濮凹陷白庙、文 2 3等气田低渗致密砂岩储层的敏感性及与外来液的配伍性 ,分析了导致或加重对气层造成伤害的工程因素。在气田开发的全过程中 ,有针对性地制定出对气层进行保护的配套措施 ,减少了对储层的伤害 ,充分发挥了气层的潜力 ,提高了气田的开发效果 ,也为同类气田提供了借鉴。     

城市小区规划对大气环境影响的评估研究

不同城市小区规划方案对大气环境的影响不同。本文在已建城市小区尺度气象和污染扩散模式的基础上,针对城市小区规划对气象及大气环境的影响,提出了一套以人为本的客观、科学、可操作的影响评估指标及方法,并以北京市某小区两种规划方案为例,具体评估了它们对气象及大气环境的不同影响。结果表明:由于第二种规划方案在小区中部有一条较宽的东西向道路,并且道路中绿化较多,这条道路是气流东西向流动的重要通道,道路附近风速较大、气温较低、污染较轻,并且对整个小区的气象和大气环境都有改善。由此可见,基于城市小区尺度模式,对城市小区规划对大气环境的影响进行评估是必要和可行的。本文提出的人体舒适度、行人舒适度、地面污染物浓度、最高建筑高度以下污染物浓度、建筑物表面污染物浓度及扩散能力等六项评估指标,并分别给予该6种指标的权重系数为0.2,0.1,0.1,0.1,0.1及0.4,然后再加权平均的评估方法是合理可行的。     

测量实习全站仪单人考核方法研究

测量实习一般采用分组方式展开实习工作,但为了保证每个人都能够掌握各个测量角色所应完成任务,要求实习过程中变换角色,但是具体实习实施过程中由于场地分散等原因无法进行全程监管,无法保证每个同学全掌握相关仪器的使用。文中以全站仪单人考核为例,在测量实习开始先进行全站仪碎部测量单人考核,从而保证每个人熟练掌握全站仪,能够顺利完成整个碎部测量实习工作,而在实习结束时进行全站仪点位放样单人考核,提高学生全站仪使用能力。     

基于生物资源的万山海洋牧场生境适宜性评估

万山群岛海域生态环境日益恶化、渔业资源持续衰退,因此建设万山群岛海洋牧场,修复海域生态环境、实现渔业资源可持续利用迫在眉睫。针对现阶段基于海洋生物资源的海洋牧场适宜性评估的研究较少,本研究利用渔业资源调查和全球物种数据库记录数据及13个环境因素数据,采用物种分布模型MaxEnt对选择的白姑鱼、日本金线鱼、红星梭子蟹和浅缝骨螺潜在分布区进行预测,探讨海洋生物地理分布与海洋环境因素之间的关系进而进行万山海洋牧场生境适宜性评估,结果表明:(1)各模型AUC值均大于0.9,说明构建的模型对这些物种潜在分布的模拟效果较好,后续可采用MaxEnt模型对4种生物的栖息地分布区进行预测;(2)海底浮游植物密度、海底温度以及海底硅酸盐浓度是影响这4种海洋生物栖息地分布的关键环境因子;(3)基于该4种海洋物种MaxEnt模型的HSI分布区所存在重叠区域来看,海洋牧场拟建设区域应为纬度21.85°N~22.15°N,经度113.6°E~114.2°E。研究结果可为万山海洋牧场规划和建设提供科学依据。     

某储油库地下水有机污染健康风险评价

本文以USEPA推荐使用的污染场地健康风险评价方法为基础,结合污染场地实际情况,分析、评价了某储油库地下水有机污染对场址内暴露人群造成的健康风险.评价结果表明:该储油库地下水有机污染物为1,2-二氯乙烷、苯、三氯甲烷和甲苯.污染场址内的工人和居民受到的非致癌风险均小于1.在可接受范围;而污染对场址内的工人和居民产生的致癌风险较大,分别为1.7×10-4、9.0×10-3,是不可接受的.产生致癌风险的主要污染物为1,2-二氯乙烷,占总致癌风险的99.80%,可致人产生多种形态的肿瘤,并具有潜在的遗传毒性.主要暴露途径是吸入吸收,占总致癌风险比例大于70%,其次为口人吸收.皮肤接触暴露途径产生的致癌风险较小,占总致癌风险比例小于1%.     

土壤重金属生态危害评价：以典型金矿区为例

通过对典型矿区土壤重金属污染现状与分布规律研究,发现土壤污染的主要因子是Cd、As、Hg、Cu、Pb、zn等重金属元素污染,金矿三废排放是土壤重金属污染的主要来源。一号金矿区Hg、Cd、As三种元素对土壤危害的贡献率之和达到94％,其中仅Hg元素的贡献率就达到了77％。二号金矿区Hg、Cd、As、Pb、Cu五种元素对土壤危害的贡献率之和达到97％,其中仅Hg元素的贡献率就达到了61％。金矿区土壤重金属元素潜在生态危害强、很强的土壤样品数量占总数的66．54％,占金矿专题研究区控制总面积的79．51％,土壤潜在生态危害严重,本成果为金矿区土壤污染防治提供了科学依据。     

基于GIS的天水市滑坡危险性评价

本文通过统计学方法提取可能影响该地区滑坡的因子。并依据二元逻辑回归结果．利用GIS空间分析和建模功能,对研究区滑坡进行建模,再由相关性等级分析方法进一步获取相关影响因子对滑坡的影响范围,最终得出该区域滑坡危险性评价图。而在不同分辨率尺度上,对滑坡产生影响的因子有所相同,当分辨率由1000m-60m时,影响因子明显增多。以逻辑回归模型自身精度、滑坡实际发生比和坡度法为模型判定标准,发现120m分辨率下的滑坡发生概率模型能有效表达研究区滑坡发生状况。     

Assessing the potential for future explosive activity from Teide–Pico Viejo stratovolcanoes (Tenerife,Canary Islands)

Since the onset of their eruptive activity within the Cañadas caldera, about 180 ka ago, Teide–Pico Viejo stratovolcanoes have mainly produced lava flow eruptions of basaltic to phonoltic magmas. The products from these eruptions partially fill the caldera, and the adjacent Icod and La Orotava valleys, to the north. Although less frequent, explosive eruptions have also occurred at these composite volcanoes. In order to assess the possible evolution Teide–Pico Viejo stratovolcanoes and their potential for future explosive activity, we have analysed their recent volcanic history, assuming that similar episodes have the highest probability of occurrence in the near future. Explosive activity during the last 35000 years has been associated with the eruption of both, mafic (basalts, tephro–phonolites) and felsic (phono–tephrites and phonolites) magmas and has included strombolian, violent strombolian and sub-plinian magmatic eruptions, as well as phreatomagmatic eruptions of mafic magmas. Explosive eruptions have occurred both from central and flank vents, ranging in size from 0.001 to 0.1 km³ for the mafic eruptions and from 0.01 to < 1 km³ for the phonolitic ones. Comparison of the Teide–Pico Viejo stratovolcanoes with the previous cycles of activity from the central complex reveals that all them follow a similar pattern in the petrological evolution but that there is a significant difference in the eruptive behaviour of these different periods of central volcanism on Tenerife. Pre-Teide central activity is mostly characterised by large-volume (1–> 20 km³, DRE) eruptions of phonolitic magmas while Teide–Pico Viejo is dominated by effusive eruptions. These differences can be explained in terms of the different degree of evolution of Teide–Pico Viejo compared to the preceding cycles and, consequently, in the different pre-eruptive conditions of the corresponding phonolitic magmas. A clear interaction between the basaltic and phonolitic systems is observed from the products of phonolitic eruptions, indicating that basaltic magmatism is the driving force of the phonolitic eruptive activity. The magmatic evolution of Teide–Pico Viejo stratovolcanoes will continue in the future with a probably tendency to produce a major volume of phonolitic magmas, with an increasing explosive potential. Therefore, the explosive potential of Teide–Pico Viejo cannot be neglected and should be considered in hazard assessment on Tenerife.     

Qualification of residential land from the viewpoint of liquefaction vulnerability

While the assessment of liquefaction potential by using borehole data has a long history since 1970s, its target users are still limited to professional engineers and experts. This situation is not favored by ordinary people who are seriously concerned with the reliability and preservation of their real estates during strong earthquakes. The demand of the people is that the liquefaction vulnerability of their residential land is precisely and clearly but concisely demonstrated so that people without engineering background can understand the real extent of risk. In this regard, the authors, under the governmental support, proposed a simple manifestation of the extent of liquefaction vulnerability of private houses in terms of the thickness of the surface unliquefiable crust and the vertical weighted average of the factor of safety or its equivalence. This achievement was made possible by introducing the ageing effects of soil on liquefaction resistance in addition to using geotechnical data base of subsoil conditions. During the work, it was found that existing borehole data may not be fully reliable and that experts who have sufficient knowledge of the local subsoil should assess the vulnerability. This requirement is satisfied by the qualification of special engineers that has been initiated by the Japanese Geotechnical Society in conjunction with several other institutions. The proposed method of subsoil qualification is used not only for individual residential land but also for regional hazard assessment.