1988-2018年滇池氮磷比的时空演变特征与原因解析

氮、磷浓度是制约湖泊营养状态和生产力水平的重要环境因子,而氮磷化学计量比是湖泊生态系统的主要指标,因此,判识氮磷比变化趋势及其驱动力对湖泊生态恢复具有重要意义.研究基于19882018年连续观测数据,分析了滇池氮磷浓度和氮磷摩尔比(简称氮磷比)的时空分布演变特征;采用多元线性回归模型分别对滇池草海和外海氮磷比驱动效应进行定量解析,筛选出影响湖体氮磷比变化的潜在驱动因子.结果表明:①19882018年滇池氮磷比呈现显著的线性上升趋势,其中草海和外海氮磷比分别上升1.3和0.7 a^-1.②草海和外海分别在2008年和2004年发生了氮磷比上升突变,突变前上升归因于总氮浓度快速增加,突变后则是由于总磷浓度下降较快.③滇池的氮磷浓度变化主要是受流域氮磷输入负荷、跨流域调水、流域氮磷削减、风速和水位的综合影响,但受控因子在不同区域可能存在差异.④气温是滇池氮磷比变化的主要驱动因子,流域人为氮磷输入差异是滇池氮磷比变化的次要驱动因子.     

西大滩地区光合有效辐射的基本特征

利用青藏高原多年冻土北界西大滩地区2005年度的辐射及气象观测资料,分析探讨了该地区光合有效辐射(PAR)的基本特征.结果显示:PAR日变化与总辐射(Q)日变化趋势一致,表现为中午大,早晚小;晴天的日变化曲线呈单峰型,变化相对比较平滑,阴天的日变化曲线不稳定,晴天的PAR大于阴天日.PAR具有明显的季节变化特征,表现为春夏季大,秋季次之,冬季最小,最大值出现在5月,最小值出现在12月.光合有效辐射系数ηQ值阴天大,晴天小;ηQ的日变化是中午小,早晚大,年变化呈双峰型,在1.75~1.96 mol.MJ-1之间变化,年平均值为1.88 mol.MJ-1.最后,提出了适合本地区PAR的气候学计算方法.     

重载铁路水泥改良膨胀土路基填料动弹模量及阻尼比研究

动弹模量与阻尼比是土动力学分析中的重要力学参数,考虑重载铁路荷载特征定量分析水泥改良膨胀土的动模量和阻尼比的较少。依托蒙西至华中地区铁路煤运通道(简称蒙-华铁路)工程为背景,采用南阳邓州市大山寨膨胀土,通过在不同频率、围压、固结比及动应力幅值下的持续振动三轴试验,研究了水泥掺量3%和5%水泥改良膨胀土的动弹模量及阻尼比,并与膨胀土素土进行对比分析。结果表明:水泥掺量3%和5%改良膨胀土的最大动弹模量约为膨胀土素土的3~4倍;在动弹模量-应变曲线中,动应变小于0. 002时表现为陡降段,动弹模量随动应变增长降幅达70%,而动应变大于0. 002时降幅较小,动弹模量随动应变增长趋于稳定;动弹模量随围压、频率、水泥掺量增加而增大,阻尼比随围压、固结比增加而减小;低应变水平下,固结比与动模量成正相关关系,高应变水平下,固结比与动弹模量成负相关关系。同时,对动弹模量及阻尼比进行了归一化分析,建立了估算动弹模量及阻尼比的经验公式。     

某隔震结构动力特性的理论分析与脉动测试

本文针对国内最大单体隔震建筑建立了SAP2000三维分析模型,并进行了动力特性的理论分析;现场对实际建筑进行了平移振动、扭转振动、垂直振动和平面内弯曲4个方面的脉动测试。利用工程振动反演理论分析了该结构的固有频率、振型、阻尼等动力特性,将实测结构动力特性与理论分析结果进行比较,详细分析实测结果与理论结果差别的原因,并据此对理论模型进行修正,为今后类似结构的设计积累了资料。     

Analytical and experimental investigations on seismic performance of exterior beam–column subassemblages of existing RC‐framed building

Seismic performance of exterior beam–column subassemblages of reinforced concrete structure designed and detailed on the basis of the provisions of Eurocode and Indian Standards at different stages of their evolution is evaluated. Performance of the subassemblages designed and detailed according to the three different stages of codal evolution (gravity load design, ‘Nonductile’, and ‘Ductile’) is evaluated through analytical formulations and experimental investigations. In the ‘NonDuctile’ specimens, it has been observed that the shear distortion and degradation in stiffness and strength are significantly high. Performance of the ‘Ductile’ specimens based on Eurocode and Indian Standards is almost similar in terms of strength and stiffness degradation. Nevertheless, the specimen designed on the basis of Indian Standard shows higher energy dissipation at a given drift ratio. In the analytical study, shear and flexural failure of members of subassemblage and shear failure of the joint are considered as possible modes of failure of the beam–column subassemblage. For evaluating the shear strength of the joint region, a soften strut‐and‐tie model is used. Analytically obtained strengths based on the failure criteria of different components of the specimens have been first validated with experimental results and then used to determine the strength of the specimens. The investigation could indicate even the mode of failure at local level. It is utmost important to mention here that even the ductile specimens dissipate most of the energy through the development of damage in the joint region, which is neither desirable nor safe for the stability of whole structure. Copyright © 2013 John Wiley & Sons, Ltd.     

An invariance in the carbazoles of petroleum

A remarkable invariance in the ratio of 1,3-dimethylcarbazole （DMC） to 1,6-DMC was discovered in crude oils from the Pearl River Mouth Basin, South China Sea. The remarkably invariant ratio is kept at a constant of about unity regardless of their concentrations, sources or maturities for the sampies. In combination with the molecular structures of 1,3- and 1,6-DMCs, the invariance might indicate that the nitrogen compounds share a common precursor with a skeleton of 1-methylcarbazole and are formed through methylation at C3 and C6 with an essentially identical rate.     

Domainal fabrics of hematite in schistose,shear zone-hosted high-grade Fe ores: The product of the interplay between deformation and mineralization

Schistose high-grade hematite orebodies (>64 wt % Fe) in the Iron Quadrangle, Minas Gerais, were formed in shear zones by hydrothermal alteration of the Paleoproterozoic Cauê BIF during the Transamazonian orogenesis. The ore is comprised of platy hematite (specularite) grains that define the foliation and overprint a relict banded martite-hematite fabric resembling, at first sight, a mylonite. The EBSD analyses of a m-scale schistose orebody from the Pau Branco mine show that specularite grew as elongated plates with the (00.1) plane parallel to the foliation. The population of the measured grain aspect ratio (GAR) is homogenous in different scales, and the longest axes of the crystals align with the stretching lineation (L//X) building continuous domains, or anastomose around stretched iron oxide aggregates and rootless fold hinges. The pole figure of the (00.1) plane shows usually a maximum centered on the pole of the foliation Z often elongated on a girdle perpendicular to the lineation L. The {10.4} pole figure has the configuration of a symmetric cleft girdle and the corresponding {11.0} and {10.0} pole figures present well developed girdles parallel to the foliation with an elongated maximum centered on X. Microstructures associated with crystal-plastic behavior and dynamic recrystallization are missing and the fabric of the orebody probably results from precipitation of strain-controlled oriented hematite plates and anisotropic syntaxial growth of favorably oriented grains with the intervention of hydrothermal fluids during Fe enrichment. The shear zone provided pathways for the percolation of mineralizing fluids under temperatures that varied from 140 to 350 °C or higher, under ductile or ductile–brittle conditions. The orthorhombic fabric and CPO (crystallographic preferred orientation) of the ore nevertheless contrast with the asymmetry of simple shear as observed in the torsion experiments by Siemes et al., 2010, Siemes et al., 2011, probably due to volume loss and possibly a flattening component of deformation in the ore zone.     

振动频率对饱和黏性土动力特性的影响

在回顾加荷频率对土样动力特性影响的研究基础上,采用某土石坝心墙防渗黏性土饱和试样,通过动三轴试验,研究了振动频率f对土样动力特性的影响。动强度试验结果表明：当 0.1～4 Hz时,动强度随f的升高而增大,但f继续升高后,动强度却有下降趋势。当 0.1～1.0 Hz时,频率愈高动孔压比愈大;当 1.0～6.0 Hz时,总的趋势为频率愈高,动孔压比愈小。表明频率较高时,动孔隙水压力来不及上升和扩散。较高频率f持续作用下,试样有吸水现象并伴随动孔压的下降。动模量阻尼试验结果是：f愈低,试样动变形开展愈充分;f愈高,动模量和阻尼比愈大。     

中国城市房价、收入与房价收入比的时空分异格局

中国城市房价快速增长背景下,城市房价、收入与房价收入比空间格局既有相似性,也表现出差异性,其空间异质性与空间依赖性特征显著。本文以中国337个地级行政单元为研究对象,运用泰尔指数、位序-规模和空间马尔科夫链等方法,对2009—2018年中国城市房价、收入和房价收入比的时空分异格局、整体稳定性和空间依赖性特征进行分析发现:(1)中国城市房价增长呈现出波动性特征,整体分异程度增强,房价城市体系呈现"金字塔型"结构,收入则表现出平稳增长态势,整体分异度降低,城市体系呈现"橄榄型"结构,在房价与收入共同影响下,房价收入比整体差异性显著加强;(2)城市房价空间格局表现出"地带性"与"等级性"差异并存,而收入更多表现出"地带性"差异,房价收入比则以"等级性"差异为主;(3)城市房价和收入类型的稳定性和空间依赖性较强,高、低水平城市存在两极分化与"俱乐部收敛"现象,房价收入比稳定性相对较弱。对中国城市房价、收入和房价收入比时空分异格局和空间关联效应的分析,可以为探索中国城市房价收入比空间分异模式与机理提供必要研究基础。     

下扬子及周边地区深部泊松比结构及深部动力过程约束研究

下扬子及周边地区存在着丰富的地质构造和多金属矿产资源,其深部结构和动力学过程已成为地学界研究的热点.为了更好地讨论下扬子及周边地区的深部动力学过程和岩浆活动机制,本文基于均匀网格层析成像方法提出了非均匀网格远震层析成像方法,利用大量的天然地震相对走时残差数据反演获得了下扬子及周边地区深至700 km范围内的三维S波和P波速度结构,并根据纵横波的比值关系计算出泊松比异常.由于S波速度比P波对流体的反应更加敏感,所以泊松比异常反映了物质是否包含流体或者物质的软硬、冷热程度.本研究结果显示：（1）长江中下游成矿带下方的上地幔内存在明显的高泊松比异常,而地幔过渡带内则存在明显的低泊松比异常;（2）大别造山带及其南侧的中扬子地块的上地幔中下部及地幔过渡带内都存在明显低泊松比异常,且呈现东深西浅的空间分布特征.结合已有的地质、地球物理和地球化学等资料,我们认为长江中下游成矿带下方的地幔过渡带内滞留着古太平洋俯冲板块,其上地幔内则赋存着软的上地幔热物质,为深部成矿提供了热量或幔源物质.因此,古太平洋板块的俯冲对长江中下游成矿带的形成发挥了至关重要的作用.