跨湖桥独木舟遗址区地下水渗流场模拟研究

独木舟遗址位于浙江省萧山区,是浙江省迄今为止发现最早的新石器时代文化遗存。现场踏勘发现,破坏遗址原址保护主要环境地质病害是水的问题。通过对该遗址区水文地质条件的分析,建立了遗址区水文地质概念模型和数学模型;运用地下水数值模拟软件Modflow模拟遗址区原始地下水分布;将模拟区地形图与模型模拟结果进行比较,发现它们具极大的相似性,这说明模拟的结果是符合实际情况的。     

利川市生活垃圾卫生填埋场场址的比选

选址是卫生填埋场建设和运行的关键。以利川市实际情况为前提和依据，筐选出7个预选场址，经实地踏勘和从填坦容量、运输距离、搬迁户数量等方面分析，遴选出其中3个；分别从工程学、环境学、经济学、社会与法律等方面中如交通状况、服务年限、占地面积、基岩类型、渗透系数、地下水位、覆盖土来源等13项具体条件上对3个备选场址进行了详细的分析比较，确定杨柳村大天井为最终选定场址。利川垃圾填埋场的选址工作也可以为同类型的城市或地区提供参考和借鉴。     

新疆老山口金矿岩浆隐爆角砾岩地质地球化学

新疆东准噶尔老山口金矿区发育有与金矿化密切有关的次火山闪长玢岩及与之密切伴生的闪长玢岩质隐爆角砾岩和闪斜煌斑岩质隐爆角砾岩 ,它们是在陆相火山作用下由同源岩浆分异演化而形成的产物。角砾岩具有浅成—超浅成环境及热塑、高压释放状态下的成岩特征。角砾岩的角砾、胶结物和次火山岩三者的岩石类型、岩相学特征和地球化学特征基本一致 ,具有稀土总量较低 ,轻稀土相对富集 ,重稀土相对亏损 ,铕异常不明显 ,大离子亲石元素相对富集 ,高场强元素相对亏损等特征。结合其构造背景、地质产状、岩石学和地球化学特征分析 ,这套岩石来源于受俯冲洋壳释放富含大离子亲石元素或强不相容元素流体交代过的亏损地幔楔。     

Distribution,sources and pollution status of Pb in indoor and outdoor dusts of Kerman City,SE Iran

The aims of this study were to explore the status of pollution and the temporal/spatial distribution of indoor and outdoor dust-Pb in the city of Kerman (SE Iran), located in a dry playa and arid climatic zone. Flat panes were laid at appropriate locations, in the indoor and the outdoor spaces of selected one-story houses in different areas of the city, to collect dust samples. Forty-two samples were taken and analyzed using the ICP-MS method. The measurements have shown that the outdoor dust-Pb concentrations varied from 23.7 to 275.2?mg kg^?1, with a mean value of 71.8?mg kg^?1, and indoor dust-Pb concentrations ranged from 47.6 to 150.2?mg kg^?1, with a mean value of 89.6?mg kg^?1. Based on these measurements, Pb was enriched in the outdoor and the indoor dust samples up to 48.8 and 29.4 times, respectively. Dilution, as a result of prevalence of geogenic dust in the outdoor space, is expected to be the main cause of the temporal differences. This study has shown that the eastern part of the city is more polluted compared to the other parts, and, because of the stable air conditions, the concentration of Pb in the summer dust is higher than the other seasons.     

中国岩溶生态地质研究

因自然地理条件特殊，中国南方岩溶区形成组构相对脆弱的岩溶多重介质环境。加上不适当的认为干扰，岩溶多重介质环境遭受严重破坏，导致各类物种急剧减少或消失。文章主要对岩溶多重介质环境的脆弱性、水资源合理开发利用、土壤质量、生态承载力、化学元素迁移演变规律和人类参变作用等方面进行了讨论；针对上述问题提出了解决方案，即划分岩溶多重介质环境结构和功能区，并结合数学物理模型和实验，建立岩溶生态地质研究系统理论框架和实用技术方法库，使岩溶生态地质研究走上科学、合理的轨道。     

江西陆相红盆地1∶5万区调中的经济地质调查

为了拓展区调工作的服务领域,"九·五"期间,我们在江西白垩纪—新近纪陆相红盆地1∶5万区调工作中,对红盆区经济地质的调查作了一些有益的探索,取得了较显著的经济和社会效益。本文主要从矿产地质、农业地质、旅游地质和灾害地质四个方面,对陆相红盆地经济地质调查工作方法进行探讨。     

混凝气浮-臭氧生物活性碳串联工艺深度处理炼油废水的应用研究

采用混凝气浮-臭氧生物活碳串联工艺深度处理炼油废水技术可行，主要污染物的去除效果明显，系统抗冲击能力强．处理费用低，具有推广价值。     

“2014.5.10”云南怒江州福贡泥石流成因分析

2004年5月10日云南怒江州福贡县石月亮乡发生泥石流等地质灾害,造成人员、经济重大损失。分析了此次泥石流形成的条件,并着重探讨了天气学成因,结果表明:脆弱的地质环境、陡峻的迎风坡、便于集水、集物的地形地貌和丰富的松散物质是怒江贡山泥石流易发生的有利地质地貌条件;连续性累积降水及短时间暴雨的产生为泥石流提供了较好的水源条件;高原短波槽与孟加拉湾南支槽东移合并,中、低层槽前西偏南暖湿气流500 h Pa偏西北气流是形成怒江暴雨过程的大尺度天气环流背景;地面辐合线、干线、低层显著湿区、湿舌等是导致降水的中尺度系统;高能高湿的潜在不稳定及近地层的水汽辐合是暴雨发生的有利条件;多普勒雷达图10~20 d Bz分散的絮状回波、部分35 d Bz块絮状回波、卫星云图多絮状对流云、无强对流云团活动反映此次暴雨过程为非对流性暴雨。     

当今采动地层塌陷灾害研究与控制途径

作者论述了采矿引起地层塌陷灾害的严重性，探讨了采动地层塌陷的影响因素，并以此提出当今地层塌陷研究途径和地层塌陷灾害控制技术。     

LEAKY ACRES RECHARGE FACILITY: A TEN-YEAR EVALUATION1

From 1971-1980, studies were conducted at Fresno, California, to identify and quantify, where possible, the soil and water chemistry, subsurface geologic, hydrologic, biologic, and operational factors that determine the long term (10-year) effectiveness of basin type artificial ground water recharge through alluvial soils. This paper updates previous findings and refers to publications that describe the geology beneath the basins and regional geology that determine the transmission and storage properties for local ground water management and chemical quality enhancement. High quality irrigation water from the Kings River was used for recharge. Construction and land costs for the present expanded facility 83 ha (205.2 ac) using three parcels of land were $1,457,100. The nine-year annual mean costs for only canal water, maintenance, and operation were $110.42/ha·m ($13.62/ac·ft) based on an average recharge rate of 1338 ha·m/yr (10,848 ac·ft/yr) at 86 percent facility efficiency. The measured end of season recharge rate averaged 14.97 ± 0.24 cm/day. The 10-year mean actual recharge rate based on actual water delivered, total ponded area, and total days of recharge was 12.1 cm/day.