天津市地热资源开发利用特征及存在问题分析

天津地区的地热地质条件良好,蕴藏着丰富的地热资源。在地热资源的开发利用过程中,每年可产生可观的经济、社会和环境效益,但由于开发方式的不尽合理,带来诸多问题。文章阐述了天津开发利用地热资源的特征,分析了存在的问题。认为不同热储层间水力联系的存在和地热井间距的过小,造成开采层间相互影响较大;地热井布局不合理、开采层位相对集中、回灌程度不高导致局部热储层压力大幅度下降,持续的大幅度压力下降将引发吊泵和地面沉降;超标准排放地热尾水会造成资源浪费和热污染;采、灌井间距的过小和相对位置的不合理,存在冷突破风险。针对不同问题,给出了针对性解决问题的建议。     

基于空三模型实现非接触式实测地质剖面解决方案研究

本文提出的"基于空三模型实现非接触式实测地质剖面解决方案",是通过导出空间三维模型剖面多段线三维坐标,使用自主开发的辅助软件,在AutoCAD中快捷生成剖面图。通过实践,该方案能快速完成无需人工到实地进行实测的实测剖面工作,尤其危岩体勘查中能精确反映高陡崖区微地貌起伏形态和结构面特征,解决了人工实测无法完成的工作。     

岩土钻掘施工的安全工程问题

针地地勘行业岩土钻掘工程的安全生产需要,运用安全系统工程方法,探讨了施工安全管理,边坡工程安全技术,基桩工程安全技术,挡土墙施工安全技术,爆破拆除工程安全技术等问题。     

基于生态水文学的地下水资源管理研究——以延庆盆地为例

传统的地下水资源管理往往只关注地下水位的变化,而很少考虑变化的水位会对区域生态系统产生什么样的影响。本文在生态水文模拟的基础上提出了一种基于生态水文学的地下水资源管理新方法。该方法耦合土壤水分与地下水位,考虑植物在水分胁迫下的蒸腾抑制机理,通过土壤水分亏缺与植物水分胁迫耦合水文过程与植物响应,进行基于过程的分布式生态水...     

基于GIS的土壤重金属数据库构建及应用

本文首先探讨了利用GIS技术构建上海市基本农田土壤重金属数据库的方法,该数据库集空间数据、采样点监测数据和元数据于一体,对于土壤重金属信息的管理、应用服务等具有重要的基础作用,是农产品安全生产环境认证和土壤环境长效管理的重要依据;接着,基于数据库进行了重金属元素的描述性统计、动态累积和Kriging插值分析;结果表明,除As外,其余重金属平均含量均高于该区域的背景值含量,尤其是Cd、Hg、Zn、Cu累积指数较高,是上海市农田土壤重金属污染的主要元素。     

河南省洛宁县寨凹钼矿床流体包裹体研究及矿床成因

寨凹钼矿床位于华北克拉通南缘的熊耳地体．矿床定位受马超营断裂带的次级断裂控制,矿体呈脉状贼存于太华超群石板沟组黑云角闪斜长片麻岩中。成矿过程包括3个阶段：石英-辉钼矿阶段（I）、石英-多金属硫化物阶段（Ⅱ）、石英-碳酸盐阶段（Ⅲ）,其中,I阶段为主成矿阶段。寨凹钼矿床可见2类流体包裹体,即水溶液型和含子晶包裹体;激光拉曼指示包裹体成分主要为H2O。从早到晚,流体包裹体均一温度从I阶段100～260℃,经Ⅱ阶段110～160℃．变化为Ⅲ阶段120—180℃．矿床总体属于低温热液矿床：流体包裹体盐度从I阶段的2～25wt％NaCl．eqv演化至Ⅱ阶段的6—30wt％NaCl．eqv．然后降为Ⅲ阶段的7～25wt％NaCl．eqv。I阶段均一温度范围宽广、流体包裹体盐度由双峰式演化为单峰式以及包裹体温度-盐度双变图的负相关性指示了流体混合是主要的成矿机制。寨凹钼矿流体包裹体以高密度、高盐度的低温低压流体为特征,是含CaCl,流体参与成矿的结果,热的岩浆流体与冷的含CaCl,的卤水的混合．导致了辉钼矿的沉淀。寨凹钼矿床地质和流体包裹体特征与侵入岩相关的成矿系统一致．指示其成因类型为与侵入岩有关的钼矿床．     

新冠肺炎流行病学模型的最优参数化

现如今,新冠肺炎(COVID-19)严重威胁着世界各国人民的生命健康.许多流行病学模型已经被用于为政策制定者和世界卫生组织提供决策参考.为了更加深刻的理解疫情趋势的变化特征,许多参数优化算法被用于反演模型参数.本文提议使用结合了高斯-牛顿法和梯度下降法的Levenberg-Marquardt(LMA)算法来优化模型参数...     

The distribution of chlorophyll a and its influencing factors in different regions of the Bering Sea

The distribution of chlorophyll a(Chl a) and its relationships with physical and chemical parameters in different regions of the Bering Sea were discussed in July 2010. The results showed the seawater column Chl a concentrations were 13.41–553.89 mg/m2 and the average value was 118.15 mg/m2 in the study areas. The horizontal distribution of Chl a varied remarkably from basin to shelf in the Bering Sea. The regional order of Chl a concentrations from low to high was basin, slope, outer shelf, inner shelf, and middle shelf. The vertical distribution of Chl a was grouped mainly from single-peak type in basin, slope, outer shelf, and middle shelf, where the deep Chl a maxima(DCM) layer was observed at 25–50 m, 30–35 m, 36–44 m, and 37–47 m, respectively. The vertical distribution of Chl a mainly had three basic patterns: standard single-peak type, surface maximum type, and bottom maximum type in the inner shelf. The analysis also showed that the transportation of ocean currents may control the distribution of Chl a, and the effects were not simple in the basin of the Bering Sea. There was a positive correlation between Chl a and temperature, but no significant correlation between Chl a and nutrients. The Bering Sea slope was an area deeply influenced by slope current. Silicate was the factor that controlled the distribution of Chl a within parts of the water in the slope. Light intensity was an important environmental factor in controlling seawater column Chl a in the shelf, where Chl a was limited by nitrate rather than phosphate within the upper water. Meanwhile, there was a positive relationship between Chl a and salinity. Algal blooms broke out at Sta. B6 of the southwestern St. Lawrence Island and Stas F6 and F11 in the middle of the Bering Strait.     

不同破碎波对沙质海床作用的实验研究

破碎波对近海海岸地形以及海岸建筑物影响强烈,通过物理模型实验对孤立波、规则波作用下破碎带的床面形态以及孔隙水压力进行分析。破碎波冲击海床,破碎处床面上形成沙坝和沙坑,与规则波相比,孤立波破碎时对床面的冲刷更加剧烈,床面形成的沙坝和沙坑尺度更大,且土体内孔隙水压力幅值也较大。同时研究了波面变化对孔隙水压力的影响,发现波面变化历时曲线与孔隙水压力历时曲线相似,与孔隙水压力梯度历时曲线更为相似,说明波面变化更能反映海床内部孔隙水压力梯度的变化。通过探讨波浪与海床之间相互耦合作用,发现破碎带地形变化使得波浪出现不同破碎类型,分析得出卷破波比崩破波作用下孔隙水压力幅值大。     

Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests

To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation.