黄河沙漠宽谷段水沙变化特征及驱动因素

根据定位观测、第一次全国水利普查、遥感影像解译的数据,利用MWP、双累计曲线、水土保持分析法、数学模拟等方法,分析了黄河上游水沙变化特征,评估了多元驱动因素对2000-2012年黄河下河沿-头道拐沙漠宽谷段水沙变化的贡献率。结果表明:与20世纪70年代以前的基准期相比,2000年以来径流量、输沙量同步减少,水沙关系也发生变化,单位径流量的输沙量明显减少;沙漠宽谷段径流量减幅沿程不断增加而输沙量减幅沿程变化不大,水沙年内分配较基准期发生倒置,来沙系数不断减小;灌区引水引沙、水土保持措施、水库拦沙、支流来水来沙、水库调蓄及河道冲淤是沙漠宽谷段水沙变化的主要影响因子;经济社会发展用水对沙漠宽谷段径流量减少的作用最大,贡献率为81%,其次是水库蓄泄量,占15%以上;水库拦沙对头道拐输沙量减少的贡献率最大,占41%,其次是支流水土保持措施,贡献率约占13%,入黄风沙减少的贡献率并不大,约为6%,而河道淤积量、灌区引沙量较基准期都是减少的,贡献率分别约为-41%和-8%;近10多年来降雨等自然因素对水沙变化的作用相对不大,起主要作用的是水库运用、水土保持、经济社会发展等人类活动因素。     

不同气候带的河道与沙丘分布格局及其类型划分

风水交互作用是干旱区常见的地貌现象和重要的地表过程,干旱区河流通过提供物源和场所控制沙漠分布的格局,沙漠分布与风沙活动制约河道发育和泥沙输移,在不同时空尺度表现不一,但关于二者交互作用的分类处于探索阶段,尚未形成分类体系,尤其在地貌格局分类上多为定性描述。因此,自西向东选择位于3个气候带的中国西部克里雅河、中部毛不拉格孔兑以及东部西拉木伦河,利用遥感影像解译获取河道与沙丘信息,探讨近源沙丘的分布与河型之间的组合关系。结果表明：河型、河流流向与风向之间的关系、水文以及距离河道的远近影响河道与沙丘组合的地貌格局;在河道-沙丘尺度上,划分为弯曲河道-对称式边滩沙丘、顺直河道-边滩沙丘、分汊河道-心滩式沙丘、网状河道-格状镶嵌式沙丘4种类型。     

Characterization of Chromophoric Dissolved Organic Matter (CDOM) in the Bohai Sea and the Yellow Sea Using Excitation-Emission Matrix Spectroscopy (EEMs) and Parallel Factor Analysis (PARAFAC)

Compositions and concentrations of chromophoric dissolved organic matter (CDOM) have been determined in the Bohai Sea (BS) and the Yellow Sea (YS) in the summer and autumn in 2013 by excitation and emission matrix spectroscopy (EEMs) and parallel factor analysis (PARAFAC). The PARAFAC model identified three humic-like components (C1, C2, and C3) and one protein-like component (C4). CDOM exhibited higher fluorescence intensities in the coastal areas in both the summer and autumn. However, its distribution patterns were different in the two seasons. Based on spatial and seasonal distributions of four components, as well as correlations with salinity, chlorophyll a (Chl-a), and apparent oxygen utilization (AOU), the following assignments were made. The C1, C2, and C3 components were mainly dominated by terrestrial inputs and influenced by the primary productivity of phytoplankton in the summer as well. C4 was assigned to terrestrial and autochthonous origins and most likely represented a biologically labile component. Terrestrial inputs were the dominant source of CDOM in the BS and YS. The humification index (HIX) and biological index (BIX) suggested that CDOM in the BS was more stable than that in the YS, which had an increase in autochthonous production, and in the summer, CDOM was less stable with a higher CDOM autochthonous production compared with that in the autumn.     

鄂尔多斯盆地北部侏罗系直罗组沉积特征与演化*

鄂尔多斯盆地东北部发现的多个砂岩型铀矿床均赋存于侏罗系直罗组下段砂岩中。前人对已知铀矿床分布区直罗组的沉积学研究程度相对较高,但对盆地北部直罗组大区域沉积体系展布与演变、物源供给特征等的研究仍较为薄弱。文中在大量钻井资料分析、野外剖面实测等基础上,将盆地北部砂岩型铀矿含矿层段直罗组下段细分为2个亚段。在直罗组中识别出河流和三角洲相沉积,认为直罗组下段下亚段主要发育砾质、砂质辫状河沉积,东北部地区发育辫状河三角洲沉积;直罗组下段上亚段主要发育砂质辫状河和曲流河沉积;直罗组上段则以曲流河沉积为主。结合前人研究工作,认为源岩物质组成、有利沉积相带和气候条件对鄂尔多斯盆地北部砂岩型铀矿的成矿均具有重要控制作用。对盆地北部直罗组沉积特征及其演化的整体认识,可为该区砂岩型铀矿床的进一步勘查提供重要的沉积学依据。     

Comparison of P‐wave attenuation models of wave‐induced flow

Wave‐induced oscillatory fluid flow in the vicinity of inclusions embedded in porous rocks is one of the main causes for P‐wave dispersion and attenuation at seismic frequencies. Hence, the P‐wave velocity depends on wave frequency, porosity, saturation, and other rock parameters. Several analytical models quantify this wave‐induced flow attenuation and result in characteristic velocity–saturation relations. Here, we compare some of these models by analyzing their low‐ and high‐frequency asymptotic behaviours and by applying them to measured velocity–saturation relations. Specifically, the Biot–Rayleigh model considering spherical inclusions embedded in an isotropic rock matrix is compared with White's and Johnson's models of patchy saturation. The modeling of laboratory data for tight sandstone and limestone indicates that, by selecting appropriate inclusion size, the Biot‐Rayleigh predictions are close to the measured values, particularly for intermediate and high water saturations.     

2013年四川芦山MS7.0地震 强地面运动模拟

运用经验格林函数法模拟2013年4月20日芦山M_S7.0地震的近场强地面运动. 在拟合过程中, 首先参考前人远场反演结果给出的滑动量分布特征和主震波形的包络线特征, 确定强震动生成区的大致范围和数量; 然后利用Somerville等提出的地震矩与凹凸体面积的经验关系式确定强震动生成区细小划分的初值, 继而利用遗传优化算法确定以上二者的最优值及其它震源参数. 将数值模拟波形与实际地震观测记录在时间域和频率域分别进行比较, 结果显示, 在所选取的30个观测台站中, 多数台站的数值模拟结果与实际观测结果符合得很好, 特别是大于1 Hz的高频部分. 断层面上有两个强震动生成区, 其位置与前人反演的滑动量集中分布区相一致, 而且强震动生成区规模比Somerville等获得的标度率估计值要小.