逆冲断层位移—长度关系解析 ——以杭锦旗断裂带为例

为了揭示鄂尔多斯盆地北部杭锦旗断裂带在晚石炭世—中三叠世逆冲断层生长的位移模式和位移—长度关系,本文通过地震剖面解释、地层回剥分析和断层古位移测算来厘定古断层的末端位置,明确断裂生长连接历史,并结合幂律关系,探究了断层生长模式以及断裂带岩性组合、运动学、反转和断层系统内在特征等方面的影响。研究表明,杭锦旗断裂带的构造演化受基底断裂的分段性制约。其北东走向的分段(泊尔江海子断裂东段)形成较早;在垂向上,断裂中部的位移大,向两端递减;在平面上,断裂末端与东西走向的分段(泊尔江海子断裂西段)叠覆,导致局部位移增大,最终发生硬连接。东西走向的三眼井断裂形成于晚石炭世,先后经历了断层分段、横向扩展和连接的演化阶段。乌兰吉林庙断裂作为调节带断裂,其活动相对较弱且局部发生反转。根据断层位移—长度剖面的几何形态和断层演化阶段分析,可将杭锦旗断裂带的逆冲阶段的位移模式分为4种类型:①近对称的三角状或椭圆状,代表独立断层;②左右极不对称的锯齿状或双峰状,代表断层之间发生软连接作用;③不规则波状,反映多条小型断层的连接作用;④异常尖峰状,代表大型断裂后期位移的调整。杭锦旗断裂带的D_(max)/L数据集与全球其他地区比较,要低一个数量级,可能与断裂带的后期反转有关。最后,针对杭锦旗断裂带在不同时期的构造演化和D_(max)/L变化特征,提出了断裂带逆冲阶段演化的路径模式。     

蔗渣生物质炭对喀斯特农田石灰性土壤氮转化过程的短期影响

生物质炭对于土壤中不同形态氮库的含量影响已有较多研究,但对西南喀斯特区石灰性土壤氮素形态,尤其是控制氮素形态的转化过程研究较为缺乏。本研究设置土壤中添加1%(C1)和3%(C2)蔗渣生物质炭2个用量水平,并以不施用蔗渣生物质炭作为对照(CK),共3个处理,通过 15 NH 4 NO 3 和NH^15 4 NO 3 成对标记技术,结合MCMC氮素转化模型研究了不同用量的蔗渣生物质炭对石灰性土壤氮转化过程的短期影响,为该地区蔗渣资源化利用和土壤氮保持提供理论支撑。结果表明,与CK相比,添加蔗渣生物质炭能够快速提高土壤pH和有机碳含量。添加生物质炭并没有显著改变土壤氮的矿化、铵态氮(NH^+ 4 )和硝态氮(NO^- 3 )的微生物同化和异养硝化速率,但NH^+ 4 吸附速率随生物质炭用量的增加而提高,以添加量最高的C2处理最大。添加生物质炭同样提高了土壤NH^+ 4 释放速率,但C1和C2处理的土壤NH^+ 4 释放速率并无显著性差异。与CK和C1处理相比,施用高量蔗渣生物质炭通过抑制自养硝化速率而显著降低了硝态氮净产生速率。这些结果表明,施用高量蔗渣生物质炭于石灰性土壤中可快速实现对NH^+ 4 吸附,降低自养硝化速率,减少NO^- 3 产生,从而降低了其损耗和淋失风险。     

硫酸型酸雨参与碳酸盐岩溶蚀的研究进展

碳酸盐岩的H2CO3溶蚀产生岩溶碳汇,占整个岩石风化碳汇的 94%。西南岩溶区硫酸型酸雨严重,硫酸型酸雨广泛参与碳酸盐岩的溶蚀。H2SO4参与的碳酸盐岩风化是一个大气CO2净释放过程,具有减汇作用巨大。另一方面,岩溶区石灰土壤和地下水具有较高的pH值及盐基饱和度,对H+有巨大的缓冲作用,大气酸沉降在碳酸盐岩地区可能并不会造成地下水的HCO3-和pH降低;相反,较高浓度的SO42-所产生的盐效应和SO2-4与各种阳离子形成的离子对会增大方解石、白云石溶解度,可增强H2CO3对碳酸盐的溶蚀,这可能会使岩溶作用产生更大的碳汇效应。因此,硫酸型酸雨参与碳酸盐岩风化的减汇效应不仅可能被高估,硫酸型酸雨还可能增强碳酸盐岩的H2CO3溶蚀,具有增加岩溶碳汇效应的作用。应结合石灰土壤对大气酸沉降的缓冲容量和阈值及大气酸沉降的H+与土壤中盐基离子的交换量,并综合考虑盐效应、离子对作用、同离子效应,客观评价硫酸型酸雨流经石灰土壤层后对碳酸盐岩溶蚀吸收大气/土壤CO2的影响      

辽宁省兴城河流域地下水库建设方式研究

兴城市地处辽西走廊中部,素有"渤海明珠"之美誉,具有旅游疗养的优越条件。本文从地下拦水坝工程;地表拦水坝和引渗工程;地下水开采工程及管理监测系统等方面论述了地下水库设计方案。对地下水库建成后的库容量进行了计算。     

Application of PSO-LIBSVM in Recognition of Potassium Salt Deposits

The shortage of potassium salt seriously restricts the development of China's agriculture. Increasing the exploration and development of potash will help improve the self-sufficiency of potassium in China. With rich potassium salt resources, Sichuan basin is one of the most important research areas for potash exploration and development in China. Polyhalite is an important solid potassium salt mineral in Sichuan basin, often intercalated in rock minerals such as anhydrite, rock salt and dolomite. Aiming at the problem that conventional log interpretation methods are difficult to accurately identify polyhalites, this paper proposed a new Support Vector Machine (SVM) recognition method based on Particle Swarm Optimization (PSO) to classify polyhalites in Sichuan basin. Based on particle swarm optimization and support vector machine theory, combined with logging interpretation theory, the effective data sensitive to polyhalite logging response were selected as input samples to generate training sets and test sets randomly. The Radial Basis Function (RBF) parameters were optimized by particle swarm optimization, and the classification and prediction model of polyhalite was established. Compared with mud logging results, the recognition accuracy of SVM model based on particle swarm optimization reached 97.5758%, which is obviously better than that of SVM model optimized by cross validation method in recognition accuracy and speed. The results show that the model has broad application prospects in potash exploration in Sichuan basin.     

西昆仑北缘主乌鲁克锰矿床地质特征及成因探讨

主乌鲁克锰矿床位于西昆仑北缘晚古生代陆缘裂谷恰尔隆弧盆系的北部,含锰层位为下石炭统他龙群细碎屑岩夹碳酸盐岩,锰矿层为黑色泥质碳质页岩夹铁锰质泥晶灰岩。锰矿体严格受地层的控制,呈NWW向展布,延伸较为稳定,规模较大,共见有13条锰矿体,其中有3个矿体较大构成主矿体;锰矿石以原生菱锰矿为主体,氧化矿石不多。该矿床与近年发现的玛尔坎苏地区锰矿床既有相似之处,又有明显不同,矿床类型为在深海-半深海陆缘裂谷环境中形成的与黑色碳质页岩有关的沉积型锰矿床,锰矿的成矿时代为早石炭世。由于下石炭统他龙群是西昆仑地区新发现的含锰层位,具有较大的找矿潜力,应加强矿床外围及深部的找矿工作。     

资源环境承载力评价理论方法与实践

资源环境承载力评价是国土空间规划和三区三线划定的基础,评价理论与方法越来越受到各界的关注,但尚未形成完备的理论框架。本研究引入短板理论、风险理论和边际理论,构建资源环境承载力评价的理论框架与技术方法,并以陕北黄土高原绥德县为研究区开展实证研究。基于短板理论,识别区域重大资源环境问题,遴选1~3个制约性因素;基于边际理论,以资源开发利用利润最大化或无利润作为资源承载力评价标准,开展资源承载力评价;基于风险理论,以人类活动带来的环境问题或灾害引发的生命和财产风险的容许标准作为环境承载力评价标准,开展环境承载力评价;基于单因素承载力评价结果,开展综合承载力评价,评价结果为安全承载、容许超载或不可接受超载;将综合承载力评价结果与区域国土空间开发现状或规划结果做叠加分析,划定区域发展三区三线。通过对绥德县资源环境承载力评价,结果表明,该理论框架与技术方法简便易推广,评价结果可信,可以为国土空间优化、科学划定"三条红线"提供支撑。     

Undrained lower bound solutions for end bearing capacity of shallow circular piles in non-homogeneous and anisotropic clays

The undrained bearing capacity of shallow circular piles in non-homogeneous and anisotropic clay is investigated by the lower bound (LB) finite element limit analysis (FELA) under two-dimensional (2D) axisymmetric condition using second-order cone programming, and the new solution of the problem is presented. Modified from the isotropic von Mises yield criterion, a cross-anisotropic undrained strength criterion of clays under the axisymmetric state of stress requiring three input shear strengths in triaxial compression, direct simple shear, and triaxial extension is employed in the 2D axisymmetric LB FELA. Parametric studies on the effects of pile embedment ratio, dimensionless strength gradient, anisotropic strength ratio, and pile roughness are investigated extensively, while the predicted failure mechanisms associated with these parameters are discussed and compared. Numerical results of undrained end bearing capacity of shallow circular piles are summarized in the form of design tables that are useful for design practice and represent a new contribution to the field of pile capacity considering the combined effects of undrained strength non-homogeneity and anisotropy.     

Impact of evaporation on field capacity during water drainage redistribution in a soil

To this day, field capacity (FC) is rarely defined in the context of soil properties, and the use of non-physical simplistic models is the common way to normalize water content at FC. In this study, the problem of water drainage redistribution in a soil column with and without the presence of evaporation (EV) was extensively studied. Analytical solutions for the Richards equation were established for the case of water drainage redistribution through a deeply wetted soil water column with and without EV at FC conditions. Water retention and depth evolution curves were plotted first, using different EV values of (2 $\frac{\mathbf{mm}}{\mathbf{day}}$, 5 $\frac{\mathbf{mm}}{\mathbf{day}}$ and 8 $\frac{\mathbf{mm}}{\mathbf{day}}$) and second, for different drainage redistribution durations of (1 day, 4 days and 6 days) where EV was set to zero for the case with no EV or to a fixed value of 5 $\frac{\mathbf{mm}}{\mathbf{day}}$ for the case with EV. The results suggest that EV plays a significant role in soil water drainage suggesting that, in the presence of EV, the FC drying front reaches much higher depths in the soil water profile than if EV is turned off. It was also concluded that FC reaches deeper depths faster the stronger EV is acting at the surface of a soil water column. Additionally, the results suggest that the texture of the soil receiving drainage controls the amount of water available for EV and as a result, EV was found to play a stronger role the smaller the hydraulic conductivity of the soil is.     

基于滨海环境资源特点的大连旅游承载状态评价

旅游环境承载力涉及多维度属性相互制约影响,而传统方法中对于各属性间影响程度及游客偏好选择的判定则较多依赖于个体的主观感知。因此,针对处理多属性综合评价中存在的模糊性及主观性,提出基于蒙特卡罗模拟修正的模糊综合评价模型。结果表明,借助上述模糊综合评价修正模型针对大连滨海旅游环境承载力进行解释与分析,成功缓解了在模型度量与数据分析环节所出现的主观偏误缺陷,从而有效提升了大连市滨海旅游景区有关阈值综合评价体系的科学性与稳健性。评价结果表明,当前大连市滨海旅游环境承载力状态可以判定为“适载”;在影响滨海旅游环境承载力的6项要素中,游憩环境要素与气候要素的评价分数较高,最低评分数值指标为景区游客管理状态。