IMERG卫星降水数据在嘉陵江流域的干旱监测效用评估     

董永超  甘富万  高扬  刁庠  潘越 《水文》2023,43(4)

针对嘉陵江流域存在雨热同期,水旱灾害频发的现象,为快速且准确地把握流域内降水与干旱情况,利用覆盖范围广且分辨率高的网格化IMERG卫星降水数据对嘉陵江流域进行多时空尺度反演,并基于卫星降水数据采用标准化降水指数(SPI)对流域实行干旱监测。结果表明：1)根据分类指标与统计指标的计算结果,三种卫星降水数据中的IMERG-F能更准确地反映流域内的日降水量,与地面降水数据CC达0.737,整体高估地面降水2.6%,具有在干旱监测方面的应用潜力。2)三种卫星降水数据驱动的SPI指数在干旱监测方面存在一定的差异,IMERG-F驱动的SPI指数与地面降水数据驱动的SPI指数保持较高的一致性(CC>0.9),较近实时产品IMERG-F更能准确地呈现出流域的干湿特征。3)卫星识别降水与干旱监测的能力受地形地貌的影响,IMERG卫星降水数据在平原丘陵地带具有较好的适用性。  相似文献   

Numerical analyses of uplift behavior of pile foundation for transmission line structure in frozen soil regions北大核心CSCD     

袁俊  赵杰  唐冲  甘仁钧 《冰川冻土》2022,44(6):1842-1852

Pile foundation is one of the most commonly used and suitable foundations to support transmission line structure, especially in seasonally frozen soil regions and permafrost regions. Axial compression is the controlling condition in the design of foundations for such structures as bridges and buildings, while uplift and overturning will control the design of transmission line structure foundations. This paper presents an extensive overview of previous studies including experimental (e. g., laboratory model test and full-scale field load test), analytical/theoretical (e. g., limit equilibrium and limit analysis based on plasticity)and numerical(e. g., finite difference and finite element methods). The review indicates that study on the uplift behavior of pile foundation in frozen soil is relatively limited, particularly in the case of combined effect of axial uplift and lateral loading. Interaction between pile and frozen soil and mechanism of load transfer along the pile shaft and around the pile tip still remain unclear. Therefore, this paper implements finite difference analysis within FLAC3D to investigate the behavior of pile foundation in frozen silty clay and gravelly sand under axial uplift behavior and the effect of ground condition and lateral loading on the uplift behavior. Because of the axisymmetric condition of the problem studied, only half of the model is simulated. The chosen domain of the medium is discretized into a set of quadrilateral elements and the pile is discretized by the cylinder element. The interaction between the soil and pile is considered according to interface elements. Mohr-Coulomb criterion is adopted to model the soil behavior (perfectly elastic-plastic), while the pile is simply considered as a rigid body. The soil parameters such as Young’s modulus, cohesion and internal friction angle used for numerical analyses are determined by laboratory tests and estimated according to the empirical correlations with in-situ tests. The present numerical modeling is verified with the results from field loading tests on pile foundations in Qinghai-Tibet ±550 kV transmission line project. On this basis, parametric studies are carried out to uncover the behavior of pile in frozen soil. It is observed that pullout is the dominant failure mechanism of pile and the uplift load-displacement curve clearly exhibits an asymptote, consisting of initially linear elastic, nonlinear transition, and finally linear regions. These results are consistent with the observations in a few previous studies. In addition, larger uplift capacity of pile foundation in freezing period and gravelly sand is gained (about 20%). Lateral loading increases the deflection and therefore, decreases the uplift capacity of pile foundation. For the convenience of using the results obtained in practice, the values of uplift factor for pile foundation in silty clay and gravelly sand are provided. Finally, it should be noted that the method used, and the results obtained in the current work could be useful for engineers and designers, at least providing them some qualitative evidence for pile design in seasonally frozen soil regions and permafrost regions. This is important and necessary to ensure the safety of construction in such regions. Meanwhile, numerical analyses in the current work can be a benchmark example for subsequent research studies. © 2022 Science Press (China).  相似文献   

深部地质钻探钻进过程流式大数据分析与动态预处理——以辽宁丹东3000 m科学钻探工程为例          下载免费PDF全文

甘超  曹卫华  王鲁朝  吴敏 《探矿工程》2022,49(4):1-7

深部地质钻探钻进过程数据价值密度低,传统方法难以在钻中流式大数据条件下有效去除尖峰、毛刺等各类钻进过程数据噪声。本文提出一种深部地质钻探钻进过程流式大数据分析与动态预处理方法,并成功应用于辽宁丹东3000 m科学钻探工程。首先,深入分析过程工艺和数据处理需求,建立深部地质钻探钻进过程流式大数据分析与动态预处理框架结构;然后,运用限幅滤波结合过程数据分布特征、司钻/机长人工操作经验去除过程数据中的离群值;接着,引入滑动窗口策略对流式钻进大数据进行动态处理,在每个窗口中运用Savitzky Golay滤波进一步提升数据质量。仿真实验和工程应用结果验证了本文方法具有很好的工程适用性和有效性。  相似文献   

琼东南盆地中生界潜山天然气成藏模式     

甘军  季洪泉  梁刚  何小胡  熊小峰  李兴 《现代地质》2022,36(5):1242-1253

琼东南盆地基底潜山勘探面临地质年代不清、储层非均质性强及成藏条件复杂等难题。通过开展区域大地构造演化、基底锆石测年、潜山储层描述及成藏动力分析,明确潜山储层发育区及有利成藏区。研究表明,在印支运动、燕山运动及喜山运动叠加控制下,松南低凸起、陵南低凸起大面积发育印支期的花岗岩潜山储层,平面上北西、北东及近东西向三组断裂、裂缝交错切割成网,纵向上形成的风化带-裂缝带总厚度超300 m的双层结构,明确裂缝储层发育的关键因素为脆性矿物和双向流体改造。基于早渐新世古地貌及烃源岩沉积模拟实验研究,提高了崖城组陆源海相烃源岩TOC分布预测精度,明确了中央坳陷优质烃源灶分布规律。综合分析潜山-古近系储层、构造脊展布和崖城组烃源灶的时空配置关系,建立了“松南低凸起源外高潜山天然气长距离侧向有限运聚模式”及“陵南低凸起源边低潜山近距离高效运聚模式”,提出源边低潜山的L26-B是下步勘探的有利目标。  相似文献   

利用开采性抽水试验评价地下水允许开采量     

李爱平  张国飞  苗建军  刘志强 《地下水》2012,34(6):59-60

对于中小型水源地地下水资源评价,特别是水文地质条件复杂地区,若在短期内不易查清补给条件而又急需作出评价结果时,开采性抽水试验成为水源地建立与否的验证手段.本文从理论与实践结合的角度,说明如何利用开采性抽水试验来评价水源地地下水允许开采量及保障性.  相似文献   

DX14井区火山岩气藏水平井适应性分析     

李炜  李凡华  王彬  杨作明  郭建军 《四川地质学报》2012,(4):445-448

KL气田DX14井区为一火山岩气藏,现有4口水平井。通过对该区火山岩气藏水平井地质条件适应性和设计适应性进行分析,结合已投产2口水平井的生产情况,预测即将投产2口水平井生产效果。提出了该区水平井适应性的评价指标：1、应从气藏类型、气藏深度、气层有效厚度、气层各向异性指数等8个方面,来分析气藏水平井开发的地质适应性;2、认为该区水平井段应沿气层上部部署,水平段长度应根据火山岩体范围控制在600--800m左右,效果较好。  相似文献   

CSAMT在昌黎-黄金海岸地热勘查中的应用     

李琴  甘建军 《四川地质学报》2012,32(3):360-363

介绍了可控源音频大地电磁场法(CSAMT)的方法原理、野外工作方法、仪器设备及方法的特点,较详细的介绍了CSAMTI法在昌黎-黄金海岸地热勘查中的应用实例与效果,表明该法是一种行之有效的物探方法,在地热资源勘查工作中可发挥较好的作用,应当积极推广应用.  相似文献   

柴达木盆地石炭系油气资源调查评价进展   总被引：4，自引：0，他引：4  

马寅生  尹成明  刘成林  杜建军  程海燕  范桃园 《地球学报》2012,33(2):135-144

柴达木盆地是我国大型含油气盆地之一,已经发现的油气主要来自中新生界地层。作者通过近年来对柴达木盆地石炭系油气资源的调查研究,证实柴达木盆地内石炭系地层分布广泛,厚度大。石炭系分布范围达10万km2。厚度大于1000m的范围达5.71万km2。盆地石炭系发育良好的烃源岩,石炭系地层普遍发育厚层油砂,显示石炭系具有很好生烃能力和油气运移过程。石炭系构造变形主要发生在新近纪末,之前的构造变形较弱,有利于石炭系油气保存。初步评价柴达木盆地石炭系油气资源量为6.14×108～7.23×108t。显示柴达木盆地石炭系油气资源潜力很大,是油气资源战略突破的新领域。  相似文献   

桐柏造山带古元古代变质基性岩的锆石U-Pb年龄及其地质意义   总被引：2，自引：0，他引：2  

胡娟  刘晓春  曲玮  崔建军 《地球学报》2012,33(3):305-315

桐柏造山带位于秦岭和大别造山带之间,其北侧对应于北秦岭中高级变质杂岩,南侧对应于大别山高压/超高压变质杂岩.锆石U-Pb定年在一个榴辉岩中获得其原岩侵位年龄和锆石重结晶或生长年龄分别为(1961±23) Ma和(1949±51) Ma,在一个石榴角闪岩(退变榴辉岩？)中获得其变质年龄为(1936±26) Ma,表明这两种基性岩石在二叠-三叠纪高压变质之前经历了古元古代变质作用的影响.由桐柏—大别—苏鲁造山带可利用的年代学资料确定,扬子陆块北缘发育的古元古代构造热事件可分为两幕,第一幕发生在约1.97～1.93 Ga,可能与Columbia超大陆的聚合有关;第二幕发生在约1.85～1.82 Ga,或者代表Columbia超大陆汇聚的继续,或者是陆块边缘增生过程的结果.  相似文献   

The Progress of Carboniferous Oil and Gas Investigation and Assessment in Oaidam Basin   总被引：1，自引：0，他引：1  

马寅生  尹成明  刘成林  杜建军  程海燕  范桃园 《地球学报》2012,33(2)

柴达木盆地是我国大型含油气盆地之一,已经发现的油气主要来自中新生界地层.作者通过近年来对柴达木盆地石炭系油气资源的调查研究,证实柴达木盆地内石炭系地层分布广泛,厚度大.石炭系分布范围达10万km2.厚度大于1000m的范围达5.71万km2.盆地石炭系发育良好的烃源岩,石炭系地层普遍发育厚层油砂,显示石炭系具有很好生烃能力和油气运移过程.石炭系构造变形主要发生在新近纪末,之前的构造变形较弱,有利于石炭系油气保存.初步评价柴达木盆地石炭系油气资源量为6.14×108～7.23×108 t.显示柴达木盆地石炭系油气资源潜力很大,是油气资源战略突破的新领域.  相似文献