Dual Control of Depositional Facies on Uranium Mineralization in Coal‐bearing Series: Examples from the Tuanyushan Area of the Northern Qaidam Basin,NW China

The uranium deposits in the Tuanyushan area of northern Qaidam Basin commonly occur in coal-bearing series. To decipher the U-enrichment mechanism and controlling factors in this area, a database of 72 drill cores, including 56 well-logs and 3 sampling wells, was examined for sedimentology and geochemistry in relation to uranium concentrations. The results show that coal-bearing series can influence uranium mineralization from two aspects, i.e., spatial distribution and dynamic control. Five types of uranium-bearing rocks are recognized, mainly occurring in the braided river and braided delta sedimentary facies, among which sandstones near the coals are the most important. The lithological associations of sandstone-type uranium deposits can be classified into three subtypes, termed as U-coal type, coal-U-coal type, and coal-U type, respectively. The coal and fine siliciclastic rocks in the coalbearing series confined the U-rich fluid flow and uranium accumulation in the sandstone near them. Thus, the coal-bearing series can provide good accommodations for uranium mineralization. Coals and organic matters in the coal-bearing series may have served as reducing agents and absorbing barriers. Methane is deemed to be the main acidolysis hydrocarbon in the U-bearing beds, which shows a positive correlation with U-content in the sandstones in the coal-bearing series. Additionally, the δ13 C in the carbonate cements of the U-bearing sandstones indicates that the organic matters, associated with the coal around the sandstones, were involved in the carbonation, one important component of alteration in the Tuanyushan area. Recognition of the dual control of coal-bearing series on the uranium mineralization is significant for the development of coal circular economy, environmental protection during coal utilization and the security of national rare metal resources.     

合山煤田矿井水害防治措施探讨

合山煤田是典型的岩溶充水矿床．矿井开采水害严重。煤层的直接顶、底板为碳酸盐岩类,岩溶极为发育,为矿井的直接充水含水层;煤层底部的茅口组为强岩溶含水层,与煤系地层的联系密切,为间接充水含水层;位于煤田两侧的红河水是矿井充水最主要的补给水源。断裂、节理和破碎带等通道是矿井充水的主要通道。通过分析井下突水点的发育特征,认为强岩溶导水带是矿井突水的关键部位,防治矿井水害的重点是切断岩溶导水带,对强导水带进行封堵,防止红水河的侧向补给,对四煤底板灰岩进行加固。总结出地面防治的主要方法为帷幕式、截堵式、堵水点式和地面铺盖式。对井下防治水,提出了有疑必探,先探后掘,设置防水闸门、防水墙,实行分层、分区开采,加强井下排水等防治措施。     

粤西某复杂环境水泥厂整体爆破拆除技术

粤西某水泥厂拟对该厂两条生产线进行整体爆破拆除。由于环境复杂，爆破规模大，施工难度很大，特别是双排水泥窑的高宽比小，采取常规底部立柱爆破切口难以使水泥窑顺利倾倒。通过选取合理的爆破参数，并以充分的预拆除配合，采取合理的爆破网路，安全、快速地完成了该水泥厂整体爆破拆除。同时，采取了一系列爆破危害综合控制措施，确保了爆破安全和环保作业。     

新疆和田地区耕地面源污染生态风险评价

随着化肥、农膜等在农业生产中的过量投入,耕地面源污染的程度随之加重。文章选取塔里木河流域上游和田地区为研究区域,依据P-S-R框架理论,构建和田地区耕地面源污染生态风险评价指标体系,加入土壤理化数据,使用生态风险评价模型对和田地区1980 年及2016 年耕地面源污染状况进行生态风险评价,运用耕地生态风险模型、生态风险转移矩阵、Arcgis分析和田地区耕地面源污染时空分异状况。研究结论如下：和田地区1980 年耕地生态风险等级均为II级或III级,呈“中间高,两侧低”分布;2016 年耕地生态风险等级上升至IV级或V级,呈“倒W型”分布,各县耕地面源污染程度较1980 年均有较大幅度的上升,其中墨玉县和于田县在2016 年耕地生态风险等级达到最高的V级,而民丰县因自身生态环境的强脆弱性,同样需要提高关注。根据面源污染“从源头治理”的原则,应切实推进和田地区耕地生态环境保护与治理,提高政府重视程度,增强技术指导,开展试点工作,改善和田地区耕地面源污染现状。     

Capacity of soil loss control in the Loess Plateau based on soil erosion control degree

The capacity of soil and water conservation measures, defined as the maximum quantity of suitable soil and water conservation measures contained in a region, were determined for the Loess Plateau based on zones suitable for establishing terraced fields, forestland and grassland with the support of geographic information system (GIS) software. The minimum possible soil erosion modulus and actual soil erosion modulus in 2010 were calculated using the revised universal soil loss equation (RUSLE), and the ratio of the minimum possible soil erosion modulus under the capacity of soil and water conservation measures to the actual soil erosion modulus was defined as the soil erosion control degree. The control potential of soil erosion and water loss in the Loess Plateau was studied using this concept. Results showed that the actual soil erosion modulus was 3355 t?km^-2?a^-1, the minimum possible soil erosion modulus was 1921 t?km^-2?a^-1, and the soil erosion control degree was 0.57 (medium level) in the Loess Plateau in 2010. In terms of zoning, the control degree was relatively high in the river valley-plain area, soil-rocky mountainous area, and windy-sandy area, but relatively low in the soil-rocky hilly-forested area, hilly-gully area and plateau-gully area. The rate of erosion areas with a soil erosion modulus of less than 1000 t?km^-2?a^-1 increased from 50.48% to 57.71%, forest and grass coverage rose from 56.74% to 69.15%, rate of terraced fields increased from 4.36% to 19.03%, and per capita grain available rose from 418 kg?a^-1 to 459 kg?a^-1 under the capacity of soil and water conservation measures compared with actual conditions. These research results are of some guiding significance for soil and water loss control in the Loess Plateau.     

额河源流采金矿区不同恢复措施对矿区物种多样性和地上生物量的影响

以额河源流采金后废弃矿区为研究对象,于2011—2015年期间,通过采取不同恢复措施从被破坏矿区草地植物多样性和生物量的角度分析植被恢复效果。结果表明：（1）不同恢复措施促使各植物群落的物种数增加了5%～30%,说明采取恢复措施使得矿区生态环境得到了一定程度的恢复。（2）综合植被群落结构、盖度和地上生物量、物种多样性指数分析,措施A5（推平+圈羊）、A4（推平+补水）、A3（推平+覆土+黑加仑）较其他措施恢复效果更为显著。（3）通过对各样地植被丰富度指数（R）、Shannon Wiener指数(H′)、Simpson指数（D）、Pielou (Jsw)指数与地上生物量分别进行回归分析,发现指数曲线拟合关系最好。表明物种多样性与地上生物量均存在较显著的正相关关系(P <0.05)。本研究可为类似矿区的植被恢复与重建提供参考和借鉴。     

集聚空间组织型式对中国地市尺度工业SO2排放的影响

集聚外部性是集聚影响工业污染排放的重要机制,不同的集聚空间组织型式具有不同的污染排放行为和减排效果。以中国285个地市工业SO₂排放为例,依据集聚经济理论,将集聚空间组织型式细分为集聚密度、企业地理临近度、专业化、多样性、相关多样性、非相关多样性等不同类型,在系统分析工业SO₂排放与集聚空间格局的基础上,通过构建计量经济模型,考察了不同集聚空间组织型式对工业SO₂排放强度的影响。结果表明：① 工业SO₂排放强度与工业集聚密度在空间上具有非对称性,污染排放强度西高东低,工业集聚密度、企业地理临近、多样性、相关和非相关多样性为东中高西部低;② 工业集聚对工业SO₂排放强度的影响存在空间溢出效应,相邻地区集聚密度、多样性和相关多样性水平的上升有利于本区域工业污染排放强度的下降,但专业化水平的上升则会提升本区域的工业污染排放强度;③ 提高集聚密度、引导企业集中布局有利于工业SO₂排放强度下降,多样且关联的产业组织结构有利于污染减排,而专业化和非关联产业的集中会提高污染排放强度;④ 集聚型式对工业SO₂排放强度的影响存在区域和城市规模上的异质性,集聚密度、企业地理临近、多样性和相关多样性对中西部污染减排的作用比东部明显,专业化和非相关多样性不利于东中部地区的污染减排;城区人口规模20万以下的小城市提高集聚密度、减少多样性特别是非相关多样性更有利于污染减排;城区人口规模20~50万的小城市和50~100万的中等城市,提高企业的地理接近度和多样性水平特别是相关多样性水平,有利于其降低污染排放强度;城区人口规模在100万以上的大城市,提高集聚密度和产业多样性水平在一定程度上有利于其污染减排,但其减排效果因拥挤效应而明显下降;⑤ 进一步降低工业SO₂排放强度,需要走集聚化道路,坚持提高集聚密度,因地制宜引导企业集中布局,着力提高产业在关联基础上的多样性水平,加强区域间联防联控,重视区域间的产业联系与环保合作。     

土工织物加固堤防非线性有限元分析

在进行堤防加筋设计时,土工织物的强度,加筋的长度,加筋的位置,加筋的层数等因素都是应该考虑的。利用欧洲通用的岩土工程有限元软件Plaxis,采用强度参数降低法,对某一堤防加筋的效果、机理作了分析。指出无论在任何位置加筋,土工织物都有一个最小长度。最小长度的确定,要具体问题具体分析。确定了加筋的最佳位置,并建议加两层,一层在底部,一层在中部,以抑制最危险滑弧的发展,提高整体稳定性,减少堤防变形发展。     

长沙市固体废弃物处理场水文地质及环境效应评价

为了解垃圾填埋场周边地下水环境污染状况,以长沙市固体废弃物处理场周边土壤、地下水及下游水库水质为研究对象,对研究区进行采样分析,采用单因子污染指数法和内梅罗污染综合指数法对该垃圾填埋场周边环境重金属含量特征进行分析与风险评价。结果表明：As、Cr（Ⅵ）、Ni、Pb、Zn、Cu重金属是填埋场周边环境中的主要污染物,区域采样点及下游水库中重金属含量均值低于地下水质量标准Ⅲ类,填埋场区污染状况良好;Cr（Ⅵ）含量在ZK1与R1样品中均高于地下水质量标准Ⅲ类,是填埋场周边地下水的主要风险污染物;ZK1~ZK4中土壤重金属元素以Pb、Cr（Ⅵ）富集为主,其达中度污染程度,应引起重视。     

无隔水管泥浆回收钻井技术控制系统功能设计

无隔水管泥浆回收钻井技术（RMR）作为双梯度钻井工艺之一,具有绿色环保、井身结构简易、工程成本低和安全程度高等优点。但是RMR作为新兴钻井工艺,虽然国外应用较为成熟,但国内目前尚无工程应用,缺乏相关使用经验。最关键的是RMR控制系统功能复杂,对可靠性、准确性及灵敏性等要求高,面对复杂工况时,要求控制系统能够及时准确的做出应对处理。因此,为发展国内无隔水管泥浆回收钻井技术（RMR）,拉近甚至超越国外钻井工艺水平,迫切需要对控制系统做出相对完善的设计。本文针对无隔水管泥浆回收钻井过程中的几类典型工况,分析不同工况下控制系统所具备的功能,设计控制功能具体的实现形式。通过对无隔水管泥浆回收钻井技术控制系统的功能设计与实现的研究,以期为今后同类研究提供有益的借鉴。