火山断陷盆地的边缘成矿论

火山断陷盆地是构造-岩浆-地热体系的最活跃场所。大中型热液矿床往往赋存于盆地边缘。高渗透构造破碎带、基底和火山盖层建造的相应组合、多阶段次火山岩的侵入、配套的水文地质环境构成了盆边热源、矿源、水源、矿质沉淀空间的最佳匹配条件。因此．盆地边缘作为矿床预测和靶区优选的显著目标值得找矿者的高度重视。     

Estimating erosion in a riverine watershed bayou liberty-tchefuncta river in louisiana

GOAL, SCOPE, BACKGROUND: Sheet erosion from agricultural, forest and urban lands may increase stream sediment loads as well as transport other pollutants that adversely affect water quality, reduce agricultural and forest production, and increase infrastructure maintenance costs. This study uses spatial analysis techniques and a numerical modeling approach to predict areas with the greatest sheet erosion potential given different soils disturbance scenarios. METHODS: A Geographic Information System (GIS) and the Universal Soil Loss Equation (USLE) were used to estimate sheet erosion from 0.64 ha parcels of land within the watershed. The Soil Survey of St. Tammany Parish, Louisiana was digitized, required soil attributes entered into the GIS database, and slope factors determined for each 80 x 80 meter parcel in the watershed. The GIS/USLE model used series-specific erosion K factors, a rainfall factor of 89, and a GIS database of scenario-driven cropping and erosion control practice factors to estimate potential soil loss due to sheet erosion. RESULTS AND DISCUSSION: A general trend of increased potential sheet erosion occurred for all land use categories (urban, agriculture/grasslands, forests) as soil disturbance increases from cropping, logging and construction activities. Modeling indicated that rapidly growing urban areas have the greatest potential for sheet erosion. Evergreen and mixed forests (production forest) had lower sheet erosion potentials; with deciduous forests (mostly riparian) having the least sheet erosion potential. Erosion estimates from construction activities may be overestimated because of the value chosen for the erosion control practice factor. CONCLUSIONS: This study illustrates the ease with which GIS can be integrated with the Universal Soil Loss Equation to identify areas with high sheet erosion potential for large scale management and policy decision making. RECOMMENDATIONS: The GIS/USLE modeling approach used in this study offers a quick and inexpensive tool for estimating sheet erosion within watersheds using publicly available information. This method can quickly identify discrete locations with relatively precise spatial boundaries (approximately 80 meter resolution) that have a high sheet erosion potential as well as areas where management interventions might be appropriate to prevent or ameliorate erosion.     

表面活性剂对污泥沉降及压滤脱水性能的影响

研究表面活性剂对污泥脱水性能的影响,并探讨其作用机理。实验结果表明,表面活性剂与Fe3 和CaO联用能有效提高污泥的机械脱水程度。表面活性剂的作用机理是,分散作用使污泥絮体结构分散解体,释放出原絮体内部的结合水;增溶作用可溶解有高度水合作用的ECP,减少污泥颗粒间的间隙水。对于压滤脱水,当表面活性剂的加入量为1.5mg·L-1时,脱水污泥的体积比不加表面活性剂的降低6%左右;     

化学沉淀法处理模拟含铜废水的研究

采用化学沉淀法对模拟含铜废水进行处理,分别考察了反应pH值、温度、沉淀时间、絮凝剂(PAM)用量以及PAM作用下沉淀时间等因素对模拟含铜废水处理的影响,并在最佳条件下对实际含铜废水进行了处理研究。结果表明,采用化学沉淀法处理200 mg/L的模拟含铜废水时,1‰聚丙烯酰胺(PAM)的最佳加入比例为30 mg/L,在25℃下,合适的pH值为7.12左右,沉淀时间13 min。在此条件下对来自葫芦岛锌厂的酸性平均含铜为167 mg/L的实际废水继续处理,处理后废水中铜离子浓度平均值为0.87 mg/L,可以实现实际废水中铜离子的有效去除。     

中国七大流域全氟烷基酸污染水平与饮水暴露风险

为探究中国七大流域全氟烷基酸(perfluoroalkyl acids,PFAAs)的污染现状与居民饮水暴露风险,基于美国国家环保署推荐的风险评估方法,应用场景风险评估模式,分析了各流域PFAAs的污染水平及特征,并对中国成人、青少年、儿童的PFAAs日均饮水暴露量(average daily dose,ADD)及其健康风险进行了评估.结果表明,中等暴露水平下,中国七大流域ΣPFAAs中位浓度为14 ng·L-1,全氟辛酸(perfluorooctane acid,PFOA)、全氟丁酸和全氟辛烷磺酸(perfluorooctane sulfonic acid,PFOS)为主要污染物,松辽、太湖流域ΣPFAAs高于整体水平.高等暴露水平下,碳链≤6的全氟羧酸类化合物占ΣPFAAs的比例高于中等暴露水平.黄河、长江部分河段污染水平高.风险评估结果显示,饮水暴露PFOA、PFOS对中国各年龄段居民尚无健康风险,且青少年日均饮水摄入量偏少.     

Analysis of floc morphology in a continuous-flow flocculation and sedimentation reactor

The floc morphology was investigated in a continuous-flow reactor, in order to understand the evolution of flocs in practical flocculation and sedimentation processes in water utilities. Kaolin-humic acid suspension was used as the test water, and polyaluminum chloride was chosen as the coagulant. An in-situ recognition system was applied to analyze the floc size, boundary fractal dimension, and eccentricity ratios. Particle numbers and turbidity were also determined in the sedimentation stage. At a coagulant dose of 1 mg/L as Al, the average floc size increased from 62 to 78 μm and the boundary fractal dimension was around 1.14, suggesting that flocs were compact and continuously grew during the entire flocculation process. However, with the dose increased to 5 mg/L, the average floc size decreased and stabilized at around 65 μm, with the fractal dimension of 1.20. It can be concluded that the excess coagulant doses resulted in the formation of chain-shaped, lower density, and more branched structure flocs, thereby restricting flocs' further growth in the subsequent flocculation. Floc morphology analysis suggested that charge neutralization dominated in the initial flocculation stage, then the bridge and sweep mechanisms were dominant in the subsequent flocculation. In addition, compared with the traditional inclined plate settler, a novel V-shaped plate settler introduced in this study had an advantage in small size floc(less than 5 μm) removal. The V-shaped region could promote aggregate restructuring and re-flocculation; therefore, the V-shaped plate settler provides an alternative method for sedimentation.     

锡林河上游雨季降水、河水和地下水转化关系

为深入理解草原内陆河流域的水文循环过程及不同水体转化机制,以锡林河流域大气降水、河水和地下水为研究对象,对其氢氧稳定同位素进行了测试及多尺度时空特征分析,探究流域不同水体间的定量转化关系.结果表明：①锡林河流域具有明显的内陆性半干旱气候特征,大气降水是流域河水和地下水的主要补给源,地下水和河水同时经历了不同程度的非平衡蒸发;②河水同位素组成在季节上表现出春秋贫化、夏季富集的特征,在空间上表现为自上游到下游逐渐升高的趋势;浅层和深层地下水δ¹⁸O在生长季的波动变化基本一致,二者的主要差异发生在生长季末期,即前者趋于稳定而后者呈上升趋势,反映出深层地下水对大气降水和地表水入渗补给具有滞后响应,在空间上二者均由东南向西北逐渐贫化;③基于端元混合模型的估算结果可知,夏季大气降水和浅层地下水对河水的平均补给比例分别为52.69%和47.31%,说明对于内陆河流域,即使在多雨季节,浅层地下水也是河水的重要补给来源,研究旨在为半干旱典型草原内陆河流域的水资源调控和生态环境保护提供理论指导.     

中国大河流域开发与国家文明发育

水是生命之源。大河流域既是地球淡水资源的关键载体,也是人类文明发育的主要摇篮。作为世界文明古国和现代发展中大国,中国的情况更是如此。长期的实践表明,大河流域的开发具有明显的生态效应极化特征:即在人文生态系统获取快速发育的同时,严重干扰和破坏了流域自然生态的系统发育及其多样化的发展。流域开发的程度越高,这种极化效应的特征也就越明显。论文的实证分析表明,由于缺乏流域开发生态效应的正确认识和过分追求人文发展利益发育最大化,黄河和长江两大流域的资源环境承载能力正在面临着日趋严峻的挑战。例如,河水断流、水质污染、湿地萎缩和水生物种消亡。为国家现代文明的永续发展计,亟需改变目前传统的"重开发、轻保护"大河流域资源环境开发观。     

Erosion control at construction sites on red clay soils

Five single-treatment methods used to stabilize seeded areas at urban and highway construction sites (asphalt-tacked straw, jute netting, mulch blanket, wood chips, excelsior blanket) were tested for their ability to control erosion of red clay soils by comparisons with exposed sites and multiple treatments. Sediment in runoff from experimental plots was characterized during low and high intensity precipitation from natural rainfall episodes during April, May, and June. Reductions in the total sediment concentration of runoff ranged from 28 percent (asphalt-tacked straw, 50 percent slope) to 90 percent (multiple treatments, 40 percent slope), with 85 percent of the eroded material composed of particles <0.04 mm in diameter. Larger size fractions were effectively reduced by all treatments tested regardless of slope (70 percent decrease). Established grass cover exceeded 90 percent on all plots after 60 days, but sediment release remained similar, attributable to high intensity rainfall, poor establishment of root systems, and piping on plots treated with tacked straw or jute netting. Results indicate that current stabilization methods shift sediment compostion toward a smaller particle size, causing single treatments to be minimally effective for controlling erosion of the major component of red clay soils. Because small particles have the greatest direct effect on aquatic biota, certain impacts of sedimentation may not be measurably lessened by single treatments in regions where red clays predominate even though the total sediment load is reduced by as much as 75 percent. Clearly, a multiple-treatment approach offers significantly greater control of erosion on red clay soils, however, current economic and construction policy represents a substantial deterrent to implementation.     

A SURROGATE-PARAMETER APPROACH TO MODELING GROUNDWATER BASINS1

ABSTRACT: A surrrogate-prarmeter approach to modeling groundwater basins is presented, which has the following advantages over current simulation-type methods: (i) conducivness to modeling nonhomogeneous and nonisotropic basins; (ii) there is no need to guess boundary conditions if accurate information is not available; (iii) the model is amenable to systematic calibration or identification through the use of optimization techniques; and (iv) compatibility with systematic algorithms for analyzing a wide range of management strategies. Since the parameter identification problem is large-scale and nonconvex, it is decomposed through application of generalized duality theory, into several subproblems of smaller size which are solved independently a number of times in order to achieve an overall solution. Results are presented for a hypothetical system of four interacting wells.