Water chemistry and water quality variation in the Danjiangkou Reservoir, as a function of water management for the Middle Route of South to North Water Divert Project, China     

Siyue LI Quanfa ZHANG 《中国地球化学学报》2006,25(B08):274-274

As the diversion dike of the Middle Route of the South to North Water Transfer Project （MRSNWTP）, the water quality and water quantity of Danjiangkou Reservoir is critical to the project. At present, the rates of industrial wastewater treatment and sewage discharge, which belongs to Chinese State Standard in the districts near the reservoir except Shiyan city, are less than 60% and 40% respectively. The point source pollutants will be controlled because of the project after some time, but the non-point source pollutants caused by vegetation degradation and water-soil erosion will not be controlled effectively in a long time. Water samples were collected from the Danjiangkou Reservoir during 2004 and 2005 and analyzed for trace metals, i.e., silver （Ag）, aluminum （Al）, arsenic （As）, barium （Ba）, bismuth （Bi）, calcium （Ca）, cadmium （Cd）, cobalt （Co）, chromium （Cr）, copper （Cu）, iron （Fe）, mercury （Hg）, potassium （K）, lithium （Li）, magnesium （Mg）, manganese （Mn）, molybdenum （Mo）, sodium （Na）, nickel （Ni）, lead （Pb）, antimony （Sb）, selenium （Se）, silicon （Si）, strontium （Sr）, vanadium （V）, zinc （Zn）, chemicophysical parameters and nutrients, i.e., temperature （T）, pH, dissolved oxygen （DO）, turbidity, total suspended solid （TSS）, nitrate/ammonia/ammonium-nitrogen （NO3^-/NH3/NH4^＋-N）, total nitrogen （TN）, dissolved inorganic nitrogen （DIN）, total phosphorus （TP）, potassium permanganate index （IMn）, biochemical oxygen demand （BOD）, dissolved inorganic carbon （HCO3^-）. Our results are water quality belongs to Chinese standard level II, trace metals are low, but they are accumulating, and many of which, i.e., As, Pb, will endanger reservoir water security.  相似文献   

Investigation of the effect of aggregate shape and surface roughness on the slake durability index using the fractal dimension approach     

Ersin Kolay  Kamil Kayabali   《Engineering Geology》2006,86(4):271-284

Argillaceous rocks cover about one thirds of the earth's surface. The major engineering problems encountered with weak- to medium-strength argillaceous rocks could be slaking, erosion, slope stability, settlement, and reduction in strength. One of the key properties for classifying and determining the behavior of such rocks is the slake durability. The concept of slake durability index (SDI) has been the subject of numerous researches in which a number of factors affecting the numerical value of SDI were investigated. In this regard, this paper approaches the matter by evaluating the effects of overall shape and surface roughness of the testing material on the outcome of slake durability indices.

For the purpose, different types of rocks (marl, clayey limestone, tuff, sandstone, weathered granite) were broken into chunks and were intentionally shaped as angular, subangular, and rounded and tested for slake durability. Before testing the aggregate pieces of each rock type, their surface roughness was determined by using the fractal dimension. Despite the variation of final values of SDI test results (values of I_d), the rounded aggregate groups plot relatively in a narrow range, but a greater scatter was obtained for the angular and subangular aggregate groups. The best results can be obtained when using the well rounded samples having the lowest fractal values. An attempt was made to analytically link the surface roughness with the I_d parameter and an empirical relationship was proposed. A chart for various fractal values of surface roughness to use as a guide for slake durability tests is also proposed. The method proposed herein becomes efficient when well rounded aggregates are not available. In such condition, the approximate fractal value for the surface roughness profile of the testing aggregates could be obtained from the proposed chart and be plugged into the empirical relation to obtain the corrected I_d value. The results presented herein represent the particular rock types used in this study and care should be taken when applying these methods to different type of rocks.  相似文献   

西北地区泥石流沟形态因素的非线性分析——以兰州市为例     

李建林  冯起 《干旱区地理》2006,29(5):658-662

以兰州市区96条主要的泥石流沟为例,利用分形理论的统计自相似性对泥石流沟数的累计分布随沟谷形态要素沟道比降、汇水面积和沟道长度的变化进行了分析;并与不同流域形态要素的分维进行了比较,探讨了分维不同的原因。兰州市区泥石流沟三个形态要素均具有统计意义上的自相似性,其中以汇水面积显示出分维最小(0.46),沟道长度次之(0.71),沟道比降最大(1.09)。分维的大小描述了作为系统的沟谷及其泥石流的形成的空间结构,即分形结构,同时也反映了不同形态要素对系统所起作用的差异,分维越小,所起作用越显著。其结果对西北干旱半干旱地区石流灾害的进一步研究与防治提供了新的思路。  相似文献   

应用航磁数据分维计算推断火成岩的分布   总被引：2，自引：0，他引：2  

吴小羊  潘佳铁 《物探与化探》2005,29(4):291-294

计算巴彦浩特盆地航磁异常的分维数, 对计算出的分维数绘制等值线图, 并根据分形特征对该地区的火成岩进行划分, 得到了以往直接对航磁异常图进行推断解释所不能得到的良好地质效果。最后讨论如何选取最佳窗口和最佳网格来计算分维数, 并对此提出了2个经验。  相似文献   

河流形态的分维及与洪水关系的探讨——以长江中下游为例   总被引：10，自引：0，他引：10       下载免费PDF全文

马宗伟  许有鹏  李嘉峻 《水科学进展》2005,16(4):530-534

河流水系形态特征可以通过河流的分形特征来反映,分形维数则是河流分形特征的量化表示,其与河流洪水之间存在着一定的关系。以长江中下游为例,利用网格覆盖法计算出长江中下游河流分维,分析了长江中下游河流的分形特性,并在此基础上结合长江中下游洪水分析不同水系特征下洪水的特点。研究结果表明,一般来说河道分维越大、河网分维越小,洪水发生可能性则越高。  相似文献   

东北夏季(6-8月)气温异常的时空特征分析   总被引：5，自引：0，他引：5  

李兰  王盘兴  陈长胜  李丽平 《南京气象学院学报》2005,28(6):801-807

利用夏季（6—8月）中国东北地区91站44a气温资料，采用谐波分析方法将该区夏季气温异常变化的年代际、年际尺度分量分离，研究时空特征，然后应用REOF进行气温异常的区划，研究局域异常变化的年代际、年际分量的变化特征。结果发现：1）东北各站夏季异常方差中，东北大部分地区的气温异常的年代际变化分量均明显大于年际变化分量。2）区域气温异常的年代际变化主要特征为线性上升趋势。大范围夏季异常高温（低温）常出现在年代际、年际异常同时为正（负）的年份。3）气温异常可划分为南部型、北部型、东部型、西部型4个型，其中南部型和西部型的年代际变化相对重要，而东部型和北部型的年际变化相对重要。  相似文献   

云南省冰雹的时空分布特征   总被引：13，自引：6，他引：13       下载免费PDF全文

杨家康  杞明辉 《气象科技》2005,33(1):41-44

利用近40年的云南省冰雹资料，统计分析了云南省冰雹的时空分布特征，进一步揭示了其活动规律及主要影响因素。研究结果表明：冰雹的季节分布比较复杂，呈现出春季和夏季两个峰值的特点；冰雹的季节分布还与海拔高度有关，低海拔地区为春季多雹型，高海拔地区为夏季多雹型；滇西地区冰雹日数的年际变化特征较滇东地区显著而年代际变化特征没有东部地区站点明显；滇东地区表现出了明显的年代际变化特征，目前处于冰雹相对较少时期。从区域来看，年冰雹日数山区较坝区高，高海拔地区较低海拔地区高。  相似文献   

新疆大风的时空统计特征   总被引：16，自引：2，他引：16  

王旭  马禹 《沙漠与绿洲气象(新疆气象)》2002,25(1):1-3

统计了1961－1999年39a新疆90个气象观测站的气表－1资料，给出新疆大风的时空分布特征，结果表明：（1）年平均大风日数的高值区在北疆西北部，东疆和南疆西部，阿拉山口，达坂城大风最多，准噶尔盆地中心，塔里木盆地南缘最少。（2）大风年总日数的变化有明显的波动性，大部分地区80年代起大风日数有减少的趋势。（3）春，夏季大风最多，以5，6月最为频敏，大风主要出现在上年10时到午夜23时，半数以上的大风持续时间在1h以上，以0.5h以内最多。  相似文献   

Interpretation of single-well tracer tests using fractional-flow dimensions. Part 1: Theory and mathematical models     

Gerrit van Tonder  Kornelius Riemann  Ingrid Dennis 《Hydrogeology Journal》2002,10(3):351-356

Generalized equations using fractional-flow dimensions were derived to estimate the Darcy and seepage velocities obtained from the point-dilution and the single-well injection-withdrawal field tests conducted in fractured-rock aquifers. Seepage velocities can only be estimated from single-well tests if the hydraulic conductivity and the hydraulic gradient are known a priori. However, if a radial-convergent test is also performed between two boreholes, the kinematic porosity can be estimated and be used to estimate the seepage velocity from the single-well test results. To apply the generalized equations, the flow dimension and the extent of the flow region must be known. Therefore, the generalized radial flow (GRF) model of Barker (1988; a generalized radial flow model for hydraulic tests in fractured rock. Water Resour Res 24(10):1796–1804) is used to estimate the flow dimension because of its wide range of applications. A pumping test performed on the boreholes will yield an estimate of the fractional-flow dimension by applying the GRF model. Electronic Publication  相似文献   

Propriétés fractales de la fragmentation et processus stochastiques de fracturation : approche géométrique 3D à l'aide du modèle ObsifracFractal properties of fragmentation and stochastic fracturing processes: geometrical 3D approach by OBSIFRAC model     

Luc Empereur-Mot  Thierry Villemin 《Comptes Rendus Geoscience》2002,334(2):127-133

A numerical rock fragmentation model was elaborated, producing a 3D puzzle of convex polyhedra, geometrically described in a database. In the first scenario, a constant proportion of blocks are fragmented at each step of the process and leads to fractal distribution. In the second scenario, division affects one random block at each stage of the process, and produces a Weibull volume distribution law. Imposing a minimal distance between the fractures, the third scenario reveals a power law. The inhibition of new fractures in the neighbourhood of existing discontinuities could be responsible for fractal properties in rock mass fragmentation. To cite this article: L. Empereur-Mot, T. Villemin, C. R. Geoscience 334 (2002) 127–133.  相似文献