桂西北林旺金矿床构造控矿规律及成矿模式探讨     

张知春 《地质与勘探》2020,56(2):277-287

桂西北林旺金矿是近年来右江盆地新发现的卡林型金矿,位于乐业碳酸盐台地边缘乐业-浪全同生断裂带上。通过对矿区进行野外调查、岩矿鉴定并结合勘探成果进行综合研究,发现I号矿体群与断裂、褶皱的时空联系具有构造分带的特征,以F1断层为界,上盘褶皱鞍部发育石英杂砂岩夹粉砂质泥岩矿体,矿体近F1断层破碎带部位发育破碎的硅化构造岩带,F1下盘近破碎带部位发育强烈劈理化、炭化粉砂质泥岩带,指示矿区在印支期挤压过程中,石英杂砂岩顺着先存构造薄弱面以泥岩层为滑动系统,往上部逆冲并逐渐发生褶皱,产生许多张裂隙,成为成矿流体富集的场所。林旺金矿床是层滑-褶皱构造体系与成矿流体耦合作用的产物,分析了矿床构造成矿规律,提出了以层滑-褶皱运动机制为基础的成矿模式以及成矿远景。  相似文献   

Effects of the geometry of two‐dimensional fractures on their hydraulic aperture and on the validity of the local cubic law          下载免费PDF全文

Ahmad Hajjar  Luc Scholtès  Constantin Oltéan  Michel Antoine Buès 《水文研究》2018,32(16):2510-2525

Flow through rough fractures is investigated numerically in order to assess the validity of the local cubic law for different fracture geometries. Two‐dimensional channels with sinusoidal walls having different geometrical properties defined by the aperture, the amplitude, and the wavelength of the walls' corrugations, the corrugations asymmetry, and the phase shift between the two walls are considered to represent different fracture geometries. First, it is analytically shown that the hydraulic aperture clearly deviates from the mean aperture when the walls' roughness, the phase shift, and/or the asymmetry between the fracture walls are relatively high. The continuity and the Navier–Stokes equations are then solved by means of the finite element method and the numerical solutions compared to the theoretical predictions of the local cubic law. Reynolds numbers ranging from 0.066 to 66.66 are investigated so as to focus more particularly on the effect of flow inertial effects on the validity of the local cubic law. For low Reynolds number, typically less than 15, the local cubic law properly describes the fracture flow, especially when the fracture walls have small corrugation amplitudes. For Reynolds numbers higher than 15, the local cubic law is valid under the conditions that the fracture presents a low aspect ratio, small corrugation amplitudes, and a moderate phase lag between its walls.  相似文献   

2014年鲁甸M_S6.5地震后地质灾害发育分布特征          下载免费PDF全文

杨秀元  姚亚辉 《地震工程学报》2018,40(5):1078-1083

2014年云南鲁甸“8·03”M_S6.5地震造成了重大人员伤亡和财产损失，诱发了大量滑坡、崩塌、泥石流等地质灾害。基于对鲁甸县龙头山幅（G48E006006）地质灾害调查数据和对典型地质灾害的剖析，震后地质灾害发育分布有特征如下：（1）震后地质灾害较震前成倍增长，震前地质灾害多以中小型浅层崩滑为主，地震诱发了诸如甘家寨、红石岩等大型—特大型滑坡、崩塌，大量沟谷崩滑堆积物为泥石流储备了丰富的物源；（2）震中高烈度区域地质灾害密度大，沿发震断裂带NNE—NE向构造密集发育，震中区龙头山镇地质灾害发育最为集中；（3）地质灾害呈带状分布，明显受控于河流水系（牛栏江、沙坝河、龙泉河等）、公路（昭巧二级公路、沙乐公路）等线性地貌单元和线性工程，人类活动影响明显。  相似文献   

Coordinative similitude law considering fluid‐structure interaction for underwater shaking table tests     

Zhong‐Xian Li  Kun Wu  Yundong Shi  Ning Li  Yang Ding 《地震工程与结构动力学》2018,47(11):2315-2332

Generally, when a model is made of the same material as the prototype in shaking table tests, the equivalent material density of the scaled model is greater than that of the prototype because mass is added to the model to satisfy similitude criteria. When the water environment is modeled in underwater shaking table tests, however, it is difficult to change the density of water. The differences in the density similitude ratios of specimen materials and water can affect the similitude ratios of the hydrodynamic and wave forces with those of other forces. To solve this problem, a coordinative similitude law is proposed for underwater shaking table tests by adjusting the width of the upstream face of the model or the wave height in the model test to match the similitude ratios of hydrodynamic and wave forces with those of other forces. The designs of the similitude relations were investigated for earthquake excitation, wave excitation, and combined earthquake and wave excitation conditions. Series of numerical simulations and underwater shaking table tests were performed to validate the proposed coordinative similitude law through a comparison of coordinative model and conventional model designed based on the coordinative similitude law and traditional artificial mass simulation, respectively. The results show that the relative error was less than 10% for the coordinative model, whereas it reached 80% for the conventional model. The coordinative similitude law can better reproduce the dynamic responses of the prototype, and thus, this similitude law can be used in underwater shaking table tests.  相似文献   

2000年来中国边境城市对外贸易位序-规模分布及其影响因素     

杨鑫  彭飞  张琦琦  胡伟 《世界地理研究》2020,29(6):1102-1112

全球化背景下对外贸易活动是特定地域外向联系强度的重要表现，是边境城市区域功能的重要组成部分。运用位序-规模法则、分形理论及核密度等方法，以中国边境各城市的进出口贸易额为主要指标，剖析了中国边境地区对外贸易的规模分布特征及其影响因素。结果发现：①不同阶段的中国边境对外贸易位序-规模特征明显，位序结构内部城市次序变化较大；②位序-规模分布的无标度区变化显著，在18年内出现了4段分形表现，外贸活动的规模波动性、区域化特征明显；③影响因素表现为经济地理禀赋约束下核心城市支配效应明显、邻接地缘环境影响显著、政策导向与口岸推动、内部竞争反推空间结构协调演化四个方面；④不平衡性、集聚性在中国边境地区外贸活动中凸显，空间分布呈现为“核心-边缘”结构，当前国家层级应重点支持对外贸易优势城市，省级尺度协调域内城市对外贸易层次组织与区间联系。  相似文献   

Satellite-based Estimates of Canopy Photosynthetic Parameters for an Alpine Meadow in Northern     

NIU Ben  HE Yongtao  ZHANG Xianzhou  SHI Peili  DU Mingyuan 《资源与生态学报(英文版)》2020,11(3):253-262

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基于特大地震发生率的川滇地区地震危险性预测新模型          下载免费PDF全文

程佳  徐锡伟  陈桂华 《地球物理学报》2020,63(3):1170-1182

川滇地区是我国地震危险性较高的地区之一.本文基于对特大强震的风险性考虑,使用全球地震模型OpenQuake软件,建立了川滇地区地震危险性预测新模型.首先根据构造特征划分多个震源分区,并整理出这些震源分区内断层活动特征与滑动速率;基于震源分区和断层模型,使用GPS应变率转换成的锥形古登堡-里克特关系作为整个区域的地震积累率,并允许超过历史最大震级的特大地震的出现,结合活动断层滑动速率所积累的地震发生率,给出震源分区内断层地震源和背景地震源的地震发生率的比率分配关系;在活动断层分段上,保留了大型断裂或其主要部分,没有根据小的阶区来对断层进行详细分段,以便分配特大地震发生率;并使用地震率平滑方法分配背景地震发生率.最后在OpenQuake中加入地震动预测方程,计算出了川滇地区的PGA分布图,为区域地震危险性提供科学依据.  相似文献   

车辆行驶振动对古长城影响分析及评价          下载免费PDF全文

杜浩  陈祥  王登科 《地震工程学报》2019,41(6):1448-1453

交通振动会对周边古建筑产生不利影响,研究振动规律对古建筑的稳定性评价非常重要。为此,利用振动探测仪采集古长城因周边道路车辆行驶引起的振动数据。通过解译振动波形了解场地的振动强度衰减过程及大小,确定振动强度及对长城的影响,以及各因素与振动强度的关系。以国家古建筑允许振动规范对波形解译结果进行评价,为解决此类文明遗址的保护问题提供了技术支撑。分析结果表明:不同路况,振动衰减规律不同,路况较好振动强度衰减迅速;行驶车辆的车速、荷载及行驶道路质量均可影响长城水平振动强度,车速越快、荷载越大、道路质量越差,长城水平振动强度越大;长城不同位置对车辆行驶产生的振动响应不同,长城脚水平振动强度大于长城顶水平振动强度。  相似文献   

Rainstorm-generated sediment yield model based on soil moisture proxies (SMP)     

Sushindra Kumar Gupta  Pushpendra K. Singh  Jaivir Tyagi  Gunwant Sharma  Ajay Singh Jethoo 《水文研究》2020,34(16):3448-3463

This study develops improved Soil Moisture Proxies (SMP) based suspended sediment yield (SMPSY) models corresponding to three antecedent moisture conditions (AMCs) (i.e., AMC-I-AMC-III) by coupling the improved initial abstraction (I_a-λ) model, the SMA procedure and the SMP concept for modelling the rainfall generated suspended sediment yield. The SMPSY models specifically incorporate a watershed storage index (S) model to accentuate the transformation from storm to storm and to avoid the sudden jumps in sediment yield computation. The workability of the SMPSY models is tested using a large dataset of rainfall and sediment yield (98 storm events) from twelve small watersheds and a comparison has been made with the existing MSY model. The goodness-of-fit (GOF) statistics is evaluated in terms of the Nash Sutcliffe efficiency (NSE), and error indices, i.e., root mean square error (RMSE), normalized root mean square error (nRMSE), standard error (SE), mean absolute error (MAE), and RMSE-observations standard deviation ratio (RSR). The NSE values vary from 74.31% to 96.57% and from 75.21% to 91.78%, respectively for the SPMSY and MSY model. The NSE statistics indicate that the SMPSY model has lower uncertainty in simulating sediment yield as compared to the MSY model. The error indices are lower for the SMPSY model than the MSY model for most of the watersheds. These results show that the SMPSY model has less uncertainty and performs better than the MSY model. A sensitivity analysis of the SMPSY model shows that the parameter β is most sensitive followed by parameter S, α and A. Overall, the results show that the characterization of soil moisture variability in terms of SMPs and incorporation of improved delivery ratio and runoff coefficient relationship improves the simulation of the erosion and sediment yield generation process.  相似文献   

基于PS-InSAR技术的黄土大厚度挖方区回弹变形规律分析     

梁小龙  王建业  白泽朝  齐二恒  李攀 《测绘通报》2020,(3):163-166

以陕北某湿陷性黄土大厚度挖方地基工程为研究对象，采用PS-InSAR技术对2018-10—2019-11间获取的16景TerraSAR-X卫星影像进行处理，获取了湿陷性黄土挖方区回弹变形信息，总结了大厚度挖方区时序回弹变形特征。结果表明，由于上部土体应力卸载，在开挖区域存在地基土回弹变形现象，选取的高密度PS点变形信息较好地反映了研究区的真实变形情况，回弹变形范围与开挖边界吻合，另外挖方厚度越大，土体开挖引起的回弹变形越大；在开挖完成后的1年监测时间内，回弹区变形量随时间呈线性变化，在最大开挖厚度处，产生最大回弹量为29.3 mm；此外，PS-InSAR技术监测到的变形量与实地水准结果吻合性较好，表明该技术在黄土大厚度挖方区回弹变形监测中具有较好的应用效果。  相似文献