A middle Miocene post‐rift stress regime revealed by dikes and mesoscale faults in the Kakunodate area,NE Japan

Significant advances were made in the last century in the investigations of the Neogene stress history of the NE Japan arc. However, previous studies have failed to fully resolve middle Miocene post‐rift stress conditions owing to their assumption of Andersonian faulting and an inability to determine maximum and intermediate stress axes from dike orientations. We applied the latest methods of paleostress analysis in this study to igneous dikes and mesoscale faults in the Kakunodate area of the NE Japan arc to elucidate post‐rift stress conditions. Stratigraphic constraints and U–Pb dating indicate that the doleritic and dacitic dikes were formed at 16–12 Ma and 15–12 Ma, respectively. Dolerite and dacite dikes yielded NW–SE extensional stresses with intermediate and low stress ratios, respectively. Mesoscale faults in the middle Miocene formations of the studied area indicated similar stresses. We suggest the sluggish deformations resulting in the dike intrusion and faulting in the normal‐faulting stress regime after the termination of intra‐arc rifting at ca. 15 Ma.     

排水粉喷桩(2D工法)中粉喷桩成桩质量试验研究

通过现场单桩及群桩试验研究,对比了粉喷桩周围是否打设塑料排水板时粉喷桩成桩质量的差异。试验结果表明,在粉喷桩桩周预先打设塑料排水板,利用排水板的排水导气作用,可以有效的提高粉喷桩沿桩身的喷粉均匀性,提高粉喷桩的桩身搅拌均匀性,从而提高桩身质量,特别是明显提高深部桩身质量,因此加大了粉喷桩加固软土地基的处理深度。     

南海北部陆坡混合沉积地层模式及地震响应特征

混合沉积是指碳酸盐岩与陆源硅质碎屑在沉积上的混合,它是一种沉积机理特殊而又具有重要意义的沉积现象。混合沉积分为4种沉积模式:间断混合,相混合,原地混合和源地混合。通过对南海北部陆坡的研究,识别了其中中新世碳酸盐岩台地、碳酸盐岩斜坡和混合沉积,并对其平面分布进行了研究。结合前人研究,参考区域构造背景,通过地震资料的解释认为研究区的混合沉积属于源地混合沉积,并建立了适合研究区的混合沉积模式。研究区陆源硅质碎屑分别来自北部华南隆起以及西南部中南半岛,而碳酸盐岩碎屑则来自神狐隆起、西沙隆起以及南部的广乐隆起。研究区对混合沉积的影响因素包括构造作用、物源、再改造和沉积作用、海平面升降变化以及气候,对研究区混合沉积起主要作用的是构造作用及海平面升降变化。     

低溶氧生物膜反应器对城郊低浓度混合污水进入湿地前的预处理

采用低溶氧生物膜反应器对滇池北岸村镇混合污水进行预处理,旨在去除难以自然沉淀的固体污染物,便于后续湿地深度净化.以小试规模在现场自然条件下进行了12个月的连续动态模拟实验,结果表明,水力负荷3-12m31/(m2d)、气水比为1:1-2:1、DO浓度基本维持在O.1-2.Omg/L时,生物膜反应器对污水中有机物能够有效去除,进水COD负荷低于0.58kg/(m3d的情况下.去除率可稳定在60%以上.低溶氧条件下生物膜脱落缓慢,膜厚度达到 800pm,增强了对进水SS的拦截、吸附作用.SS平均去除率达到了90.7%.实验发现低溶氧条件下系统对氮、磷仍具有一定的去除效果.降低曝气量后运行能耗明显减小,以4000t/d的处理规模计算,运行费用在0.05-0.1元/t尽管混合污水中COD、SS浓度波动范围大,但反应器出水及生物膜的生长都能保持相对稳定,为后续湿地系统的稳定运行提供了保障,试验为滇池流域城郊水污染控制提供了新的技术途径与应用参考.     

Numerical study on the mixed model in the GOCE polar gap problem

Gravity gradients acquired by the Gravity field and steady-state Ocean Circulation Explorer(GOCE) do not cover the entire earth because of its sun-synchronous orbit leaving data gaps with a radius of about 6.5° in the polar regions.Previous studies showed that the loss of data in the polar regions deteriorates the accuracy of the low order(or near zonal) coefficients of the earth gravity model,which is the so-called polar gap problem in geodesy.In order to find a stable solution for the earth gravity model from the GOCE gravity gradients,three models,i.e.the Gauss-Markov model,light constraint model and the mixed model,are compared and evaluated numerically with the gravity gradient simulated with the EGM2008.The comparison shows that the Best Linear Uniformly Unbiased Estimation(BLUUE) estimator of the mixed model can solve the polar gap problem as effectively as the light constraint model;furthermore,the mixed model is more rigorous in dealing with the supplementary information and leads to a better accuracy in determining the global geoid.     

元胞自动机的遥感影像混合像元分类

通过对元胞自动机理论的研究,提出元胞自动机的遥感影像混合像元分解模型。利用多波段遥感数据验证混合像元分解算法的可行性,并将结果与线性分解模型进行比较。结果表明,元胞自动机混合像元分解模型在分解的准确性方面,明显优于一般线性模型的精度。最后,将分类结果与传统的监督分类算法比较,得出元胞自动机的混合像元分解模型明显优于监督分类精度的结论。     

高建筑物上闪电普通摄像观测与分析

2009-2010年夏季,在广东省气象局对东南方向的高建筑物上的闪电进行了观测.对获得的普通摄像资料进行了处理和分析,基于对闪电事件引起普通摄像中像素亮度变化的分布特征的分析结果,编写了视频资料处理程序,实现了普通摄像资料中闪电图片的自动提取.在此基础上,统计分析了观测到的广州高建筑物上87次自然闪电的特征,结果表明:这些闪电的持续时间平均为348 ms;对于高度超过500m的建筑物,其上发生闪电的次数明显多于高度低于500 m的建筑物,且闪电的平均持续时间也更长.给出了拍摄到的几幅云下闪电通道呈现蛛状和长距离特征的闪电图片.     

水泥-水玻璃双液浆在工作面顶板突水溃砂治理中的应用

煤矿顶板突水溃砂威胁矿井安全。基于煤层顶板突水溃砂区\     

A mixed finite element approach for viscoelastic wave propagation

In this paper, we are interested in the modeling of wave propagation in viscoelastic media. We present a family of models which generalize the Zeners model. We achieve its mathematical analysis: existence and uniqueness of solutions, energy decay and propagation with finite speed. For the numerical resolution, we extend a mixed finite element method proposed in [8]. This method combines mass lumping with a centered explicit scheme for time discretization. For the resulting scheme, we prove a discrete energy decay result and provide a sufficient stability condition. For the numerical simulation in open domains we adapt the perfectly matched layers techniques to viscoelastic waves [23]. Various numerical results are presented.     

Three‐dimensional numerical analysis of concrete‐faced rockfill dam using dual‐mortar finite element method with mixed tangential contact constraints

Concrete‐faced rockfill dam (CFRD) is a popular alternative to traditional dam types in the last two decades. The modelling of CFRD involves complex multi‐body contact and strong geometry and material nonlinearities. We present a numerical approach for the modelling of CFRDs in this paper. Based on the dual‐mortar finite element method, the presented approach considers different parts of rockfill and all concrete slabs as independent deformable continuum. The multi‐body contacts are modelled using Lagrange multipliers with a weak form segment‐to‐segment contact strategy. To alleviate instability induced by strong geometry nonlinearity in the slab–slab contact, we propose a mixed type of constraints for the tangential contact. A general transformation scheme is introduced to simplify the implementation of contact constraints. Three‐dimensional analysis of Tianshengqiao‐1 CFRD is performed. The nonlinear and time‐dependent deformation of the rockfill is considered. We study the influence of the rockfill deformation on the reliability of the concrete face. Three major concerns of the face, that is, the axial compression, the slab–slab separation and the face‐rockfill separation, are discussed in detail. The numerical results are compared with data from in‐situ observation. Copyright © 2016 John Wiley & Sons, Ltd.