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1.
2019年黑龙江省完成"一带一路"地震科学台阵项目中台址勘选工作,基于科学台阵中136个台址的地面运动噪声数据,通过计算不同频段范围内背景噪声记录的加速度功率谱密度,研究不同环境噪声下科学台阵记录数据的地噪声特征及其台基响应。结果表明:黑龙江西北和东南部地区地面运动噪声水平低,观测环境较好;中部和东北部地区噪声水平较高,大庆地区尤为严重。勘选结果真实反映了黑龙江区域内的背景噪声分布,使我们对本区域地噪声水平和干扰因素有了新的认识。 相似文献
2.
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
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The energy saving performance of contra-rotating azimuth propulsor (CRAP) is investigated based on low order potential-based panel method. The hydrodynamic interactions among the forward propeller (FP), rear propeller (RP) and the pod unit (PU) which includes the pod body and the strut are considered through induced velocities which are obtained by panel method. In order to have a better understanding about the energy saving performance of CRAP, the hydrodynamic performance of a conventional propeller (CP) supplying the same thrust with CRAP at design condition is also calculated. At design condition, CRAP has a decrease in delivered power by approximately 8% comparing with CP, and the tangential induced velocities in slipstream show that CRAP recovers the rotational energy of slipstream effectively. At off-design conditions, the rotational speed of CRAP is adjusted to supply the same thrust with CP. In general, the delivered power of CRAP is significantly smaller than that of CP, and the energy saving performance of CRAP increases with the decrease of inflow velocity. 相似文献
5.
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
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
6.
2014年云南鲁甸“8·03”MS6.5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
7.
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
8.
Numerical evaluation of soft inter‐slab joint in concrete‐faced rockfill dam with dual mortar finite element method 下载免费PDF全文
Recently constructed concrete‐faced rockfill dams (CFRDs) often use soft inter‐slab joints to prevent axial compression‐induced extrusion damage in the concrete face. Due to the complexity of the multibody contact and the lack of information on the actual behavior of soft joints, it is highly challenging to numerically assess the effect of soft joints in CFRDs. In this paper, we present a numerical approach for the three‐dimensional modeling of CFRDs with hard and soft joints. A dual mortar finite element method with Lagrange multiplier is developed to treat the multibody contact in hard joints with impenetrability condition. The soft joint slab‐filler‐slab contact system is modeled using an equivalent contact interface approach, where the soft contact constraints are imposed using a perturbed Lagrange formulation. Through a series of laboratory tests, the mechanical behavior of soft joint is investigated. An extrusion model for the soft joint is presented and implemented in the dual mortar finite element method. The proposed numerical method is applied to the three‐dimensional analysis of Tianshengqiao‐1 CFRD. Despite the complex multibody contact and strong material and geometry nonlinearities in the CFRD, the proposed method is stable and capable of capturing salient characteristics of the CFRD. Numerical results show that in Tianshengqiao‐1, the employment of soft joints can effectively reduce the axial compression stress, thus greatly alleviating the risk of extrusion damage in the concrete face. 相似文献
9.
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
10.