近20a来巢湖流域生态服务价值空间分异机制的地理探测   总被引：3，自引：0，他引：3  

黄木易  方斌  岳文泽  冯少茹 《地理研究》2019,38(11):2790-2803

生态系统服务功能是生态系统和生态过程形成和维持的自然环境条件及作用。基于1995—2017年遥感分类数据,对研究区按3 km×3 km幅度网格化2019个样方,利用空间统计和缓冲区等方法进行巢湖流域生态服务价值时空演变特征分析,应用地理探测器工具揭示生态服务价值空间分异的主导因子及因子交互作用机制,并提出生态服务价值空间优化策略。结果表明：① 巢湖流域生态服务价值量由1995年的303.17亿元分别下降为2005年300.95亿元和2017年287.70亿元,近20a来减少约5.11%,年均下降率0.23%,其中合肥市区、巢湖南部和东部地区降速明显;② 生态服务价值等级空间转移分析表明,巢湖流域低级别生态服务价值区域在扩展,中等及高级别区域在缩小。以巢湖为核心的缓冲区分析表明,20a来缓冲区核心环带内生态服务价值量下降18.55%,巢湖流域水环境保护核心区的生态系统功能变化值得关注;③ 地理探测分析表明,人为影响综合指数是生态服务价值空间分异的主导因子;地形、气象因素是重要影响因子;人为影响指数因子、自然因子及社会经济因子的交互协同增强效应共同影响了流域生态服务价值在空间上的分异效果。研究结果在一定程度上可为巢湖流域生态系统调控与优化提供理论依据。  相似文献   

西昌市泸山地区典型火后泥石流特征与成因机制研究——以响水沟左岸3^#支沟为例     

铁永波  徐如阁  刘洪  王家柱  巴仁基  向安平  杨剑  欧阳渊  张玙  王宏 《中国地质调查》2020,7(3):82-88

2020年3月30日,四川省凉山州西昌市经久乡发生森林大火,山火燃烧后形成的山火灰和烧焦土体在强降雨作用下极易启动形成泥石流,给西昌市泸山、琼海景区生态环境及当地百姓生命财产安全带来潜在地质灾害风险。以西昌市安哈镇响水沟左岸3^#支沟为例,采用野外调查、无人机航拍、地球物理探测、现场及室内实验等手段,对2020年5月1日该沟发生的火后泥石流流体特征、动力学参数及成因机制等开展研究,系统分析了山火及降雨过程对该次火后泥石流形成的影响机制。该成果可为系统认识西昌泸山“3·30”山火地区火后泥石流的运动特征、物源规模、激发雨量及其发展趋势研判提供科学参考。  相似文献   

橡胶砂弹性动力学参数的弯曲-伸缩元试验研究     

姚玉文  刘方成  补国斌  景立平 《岩土力学》2020,41(7):2369-2379

橡胶砂作为一种廉价环保的土工材料，应用前景十分广阔，关于其力学特性的研究具有重要意义。采用弯曲–伸缩元法对橡胶砂进行了剪切波和压缩波联合测试，分别采用离散频率扫描法和初达波法确定了剪切波和压缩波的传播时间，进而得到其弹性动力学参数：初始剪切模量、侧限模量和泊松比，分析了橡胶含量和围压对橡胶砂弹性动力学参数的影响。结果表明：在同样围压下，随着橡胶含量的增加，橡胶砂初始剪切模量和侧限模量逐渐减小，初始泊松比逐渐增大；在同样橡胶含量下，随着围压的增大，橡胶砂初始剪切模量和侧限模量逐渐增大，初始泊松比逐渐减小。最后，在此基础上进行了两种因素耦合效应的分析以及相关力学机制的探讨。  相似文献   

鄂尔多斯盆地南部奥陶系马六段白云岩特征及形成机制研究     

刘丽红  王春连  李丽霞  杜治利  唐跃  韩淼 《中国地质》2020,47(3):810-820

鄂尔多斯盆地马六段在盆地大部分地区被剥蚀,仅在盆地周缘地区分布,因此,有关该盆地马六段白云岩成因研究较少。本文通过对马六段白云岩岩石学特征、阴极发光特征、微量元素特征以及碳氧同位素地球化学特征进行分析,对鄂尔多斯盆地南部马六段白云岩特征及形成机制进行了研究。研究结果表明,盆地南部马六段白云岩主要由细—中晶白云岩组成,白云石具"雾心亮边"结构,阴极发光呈暗红色光。微量元素总体上具有较低的Fe、Mn值,平均值分别为447×10~(-6)和62×10~(-6),较高的K、Na值,平均值分别为517×10-6和252×10~(-6),以及中等含量的Sr元素值,平均值为155×10~(-6)。δ~(13)C值平均为-0.617‰,δ~(18)O值平均为-7.6‰,以上特征均反映出海源流体特征。白云石的"雾心"和"亮边"结构中微量元素含量相差不大,认为是在相同成岩环境的不同成岩阶段形成,其中"雾心"形成于浅埋藏环境的渗透回流白云石化作用,而"亮边"是在深埋藏环境下对早期白云石的调整和加强。  相似文献   

斑岩型和浅成低温热液型矿床成矿流体与找矿预测研究:以华南若干典型矿床为例     

倪培  迟哲  潘君屹 《地学前缘》2020,27(2):60-78

斑岩型和浅成低温热液型矿床是全球铜、钼、金、银的主要来源之一,具有重要经济价值。这两类矿床之间通常存在紧密的时空关系,对其成矿流体性质和演化的解剖不仅有利于探究金属沉淀机制,也有助于揭示两者之间的内在成因联系。本文在综述国内外重要研究前沿基础上,以中国华南富家坞斑岩型铜钼(金)矿、桐村斑岩钼矿,以及邱村和安村浅成低温热液金矿为例,系统总结了斑岩型和浅成低温热液型矿床流体特征、演化规律和金属沉淀机制、探讨了从斑岩型到浅成低温热液型流体演化的“气相迁移”模型,并以福建紫金山铜金矿床为例,介绍了应用流体填图进行找矿预测的实例。  相似文献   

沉积碳酸锰矿床研究进展及有待深入探讨的若干问题   总被引：4，自引：1，他引：3  

董志国  张连昌  王长乐  张帮禄  彭自栋  朱明田  冯京  谢月桥 《矿床地质》2020,39(2):237-255

表生环境中存在2种机制可以形成碳酸锰矿物:①从缺氧海水中直接沉淀;②先在氧化海水中形成锰氧化物,随后在埋藏过程中通过成岩作用转化为碳酸锰。目前,主流观点认为只有通过第二种机制才可以形成碳酸锰矿床,并在此基础上提出了极端地质事件(如大氧化事件、雪球事件)、闭塞盆地、最小含氧带扩张等成矿模型,近年来同时强调微生物活动、底层水氧化持续时间在成矿中发挥关键作用。沉积碳酸锰成矿不仅与古大气组分、古海洋状态、初级生产力、海底热液活动等多个圈层的耦合作用关系密切,同时也会影响多种生命元素(C、N、S、P等)和氧化还原敏感元素(U、V、Mo、Tl等)的表生循环,因此富碳酸锰的沉积岩是探讨古环境及海洋元素循环的重要载体。目前在沉积碳酸锰成矿理论方面有待深入探讨的问题包括:①碳酸锰直接沉淀成矿的可能性与有效性;②锰质来源与铁锰分离机制的识别;③主要控矿因素的识别及其时空演化规律;④矿石矿物组合及矿床地球化学对成岩精细过程的制约。  相似文献   

Sea‐level rise impact on fresh groundwater lenses in two‐layer small islands          下载免费PDF全文

Hamed Ketabchi  Davood Mahmoodzadeh  Behzad Ataie‐Ashtiani  Adrian D. Werner  Craig T. Simmons 《水文研究》2014,28(24):5938-5953

The fresh groundwater lenses (FGLs) of small islands can be highly vulnerable to climate change impacts, including sea‐level rise (SLR). Many real cases of atoll or sandy islands involve two‐layer hydrogeological conceptualizations. In this paper, the influential factors that affect FGLs in two‐layer small islands subject to SLR are investigated. An analytical solution describing FGLs in circular islands, composed of two geological layers, is developed for the simplified case of steady‐state and sharp‐interface conditions. An application of the developed model is demonstrated to estimate the FGL thickness of some real‐world islands by comparison with existing FGL thickness data. Furthermore, numerical modelling is applied to extend the analysis to consider dispersion effects and to confirm comparable results for both cases. Sensitivity analyses are used to assess the importance of land‐surface inundation caused by SLR, relative to other parameters (i.e. thickness of aquifer layers, hydraulic conductivity, recharge rate and land‐surface slope) that influence the FGL. Dimensionless parameters are used to generalize the findings. The results demonstrate that land‐surface inundation has a considerable impact on a FGL influenced by SLR, as expected, although the FGL volume is more sensitive to recharge, aquifer thickness and hydraulic conductivity than SLR impacts, considering typical parameter ranges. The methodology presented in this study provides water resource managers with a rapid‐assessment tool for evaluating the likely impacts of SLR and accompanying LSI on FGLs.  相似文献   

Torsional dynamic response of a large‐diameter pipe pile in viscoelastic saturated soil     

Changjie Zheng  Hanlong Liu  Xuanming Ding  Yaru Lv 《国际地质力学数值与分析法杂志》2014,38(16):1724-1743

An analytical solution is developed in this paper to investigate the dynamic response of a large‐diameter end‐bearing pipe pile subjected to torsional loading in viscoelastic saturated soil. The wave propagation in saturated soil and pile are simulated by Biot's two‐phased linear theory and one‐dimensional elastic theory, respectively. The dynamic equilibrium equations of the outer soil, inner soil, and pile are established. The solutions for the outer and inner soils in frequency domain are obtained by Laplace transform technique and the separation of variables method. Then, the dynamic response of the pile is obtained on the basis of the perfect contacts between the pile and the outer soil as well as the inner soil. The results in this paper are compared with that of a solid pile in elastic saturated soil to verify the validity of the solution. Furthermore, the solution in this paper is compared with the classic plane strain solution to verify the solution further and check the accuracy of the plane strain solution. Numerical results are presented to analyze the vibration characteristics and illustrate the effect of the soil parameters and the geometry size of the pile on the complex impedance and velocity admittance of the pile head. Finally, the displacement of the soil at different depth and frequency is analyzed. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Settlement analysis of rectangular piles in nonhomogeneous soil using a Winkler model approach     

Hiroyoshi Hirai 《国际地质力学数值与分析法杂志》2014,38(12):1298-1320

An analytical approach using a Winkler model is investigated to provide analytical solutions of settlement of a rectangular pile subjected to vertical loads in nonhomogeneous soils. For a vertically loaded pile with a rectangular cross section, the settlement influence factor of a normal pile in nonhomogeneous soils is derived from Mindlin's solution for elastic continuum analysis. For short piles with rectangular and circular cross sections, the modified forms of settlement influence factors of normal piles are produced taking into account the load transfer parameter proposed by Randolph for short circular piles. The modulus of subgrade reaction along a rectangular pile in nonhomogeneous soils is expressed by using the settlement influence factor related to Mindlin's solution to combine the elastic continuum approach with the subgrade‐reaction approach. The relationship between settlement and vertical load for a rectangular pile in nonhomogeneous soils is available in the form of the recurrence equation. The formulation of settlement of soils surrounding a rectangular pile subjected to vertical loads in nonhomogeneous soils is proposed by taking into account Mindlin's solution and both the equivalent thickness and the equivalent elastic modulus for layers in the equivalent elastic method. The difference of settlement between square and circular piles is insignificant, and the settlement of a rectangular pile decreases as the aspect ratio of the rectangular pile cross section increases. The comparison of results calculated by the present method for a rectangular pile in nonhomogeneous soils has shown good agreement with those obtained from the analytical methods and the finite element method. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

东营凹陷沙河街组碳酸盐胶结物成因机制     

孟伟  隋风贵  郝雪峰  张守鹏  秦峰  伍松柏 《地质论评》2021,67(Z1):67z1107-67z1108

正碳酸盐矿物是砂岩储层中主要的成岩产物之一。碳酸盐胶结物较为活跃,其溶蚀及沉淀广泛发育于砂岩储层内。碳酸盐的溶蚀及沉淀是砂岩储层改造的重要成因之一。明确碳酸盐胶结物的成因机制对预测深部储层具有重要的意义。本次研究,采用铸体薄片及扫描电镜观察,明确碳酸盐胶结物的产状。对不同产状碳酸盐胶结物的分布、  相似文献