基于生态水文学的地下水资源管理研究——以延庆盆地为例

传统的地下水资源管理往往只关注地下水位的变化,而很少考虑变化的水位会对区域生态系统产生什么样的影响。本文在生态水文模拟的基础上提出了一种基于生态水文学的地下水资源管理新方法。该方法耦合土壤水分与地下水位,考虑植物在水分胁迫下的蒸腾抑制机理,通过土壤水分亏缺与植物水分胁迫耦合水文过程与植物响应,进行基于过程的分布式生态水...     

Assessment of liquefaction potential based on peak ground motion parameters

Conventionally, evaluation of liquefaction potential of loose saturated cohesionless deposits as specified in Japanese design codes employs peak ground acceleration (PGA). However, recent large-scale earthquakes in Japan revealed that liquefaction at some sites did not occur even though large PGAs were recorded at or near these sites. As an alternative approach, an evaluation procedure based on peak ground motion parameters, i.e. incorporating both PGA and the peak ground velocity (PGV), is proposed. By performing parametric studies using one-dimensional seismic response analysis and formulating regression models, seismic-induced shear stresses within the deposit are expressed in terms of peak ground motion parameters at the surface, and these are used to calculate the factor of safety against liquefaction. Application to case histories in Japan indicates that the proposed two-parameter equation can adequately account for the occurrence and non-occurrence of liquefaction at various sites as compared to the conventional PGA-based approach. Moreover, analyses of several strong motion records at various sites show that liquefaction may occur when PGA≥150 gal and PGV≥20 kine, indicating that these values can serve as thresholds in assessing the possible occurrence of liquefaction.     

苍山地震与新沂台前兆异常

根据新沂台前兆资料，运用加卸载响应比、差分法对地磁场Z分量进行分析；运用滑动平均对短水准资料进行分析；运用速率法对视电阻率进行分析；结果表明：在苍山地震前，新沂台前兆资料具有良好的中、短期异常，并有进入临震的异常标志。     

隔震桥梁子结构拟动力实验中加载速率的影响因素研究

本研究运用DSP高速数字信号处理器的实时信号处理与控制技术,研究了基于速度控制法、OS数值积分法和相应的实验误差控制法的子结构拟动力实验系统。该试验系统对动力加载装置采用速度控制,在加载过程中考虑了加载速率对实验结果的影响,使隔震橡胶支座的速度相关性能在试验中得到充分体现,同时采用OS数值积分法,充分地减少了试验的时滞误差,提高了试验精度。并通过不同加载速率的子结构拟动力实验研究了天然橡胶支座、高阻尼橡胶隔震支座和超高阻尼橡胶隔震支座对桥梁的隔震效果,在对实验结果进行分析对比后,定量地研究了不同的加载速率对隔震桥梁子结构拟动力实验结果的影响。     

Carbon accumulation, nitrogen and phosphorus use efficiency of Sophora davidii seedlings in response to nitrogen supply and water stress

A greenhouse experiment was conducted to explore whether additional nitrogen (N) supply could enhance carbon (C) accumulation, and phosphorus (P) use efficiency (NUE_P) of Sophora davidii seedlings under dry conditions. Two-month-old seedlings were subjected to a completely randomized design with three water (80, 40 and 20% water field capacity (FC)) and three N supply (N0: 0, Nl: 92 and Nh: 184 mg N kg⁻¹ soil) regimes. Water stress decreased C, N and P accumulation, NUE_P, N and P uptake efficiency (NUtE_N and NUtE_P) regardless of N supply. The S. davidii seedlings exhibited strong responses to N supply, but the responses were not consistent with the various N supply levels. Nl increased C, N and P accumulation, and improved NUE_P, NUtE_N and NUtE_P in the same water treatment. In contrast, Nh did few or even depress effects on C, N and P accumulation, and NUE_P, although NUtE_N and NUtE_P increased with Nh in the same water treatment. Even so, NUE_N decreased with increase of N supply in the same water treatment. The results suggested that appropriate or low N supply should be recommended for S. davidii seedling establishment in dry environment by improving C accumulation and NUE_P.     

Two-phase hydrodynamic and sediment transport modeling of wave-generated sheet flow

This numerical investigation was carried out to advance mechanistic understanding of sediment transport under sheet flow conditions. An Euler–Euler coupled two-phase flow model was developed to simulate fluid–sediment oscillatory sheet flow. Since the concentration of sediment particles is high in such flows, the kinematics of the fluid and sediment phases are strongly coupled. This model includes interaction forces, intergranular stresses and turbulent stress closure. Each phase was modeled via the Reynolds-Averaged Navier–Stokes equations, with interphase momentum conservation accounting for the interaction between the phases. The generation and transformation of turbulence was modeled using the two-equation k–ε$k''–''\epsilon$ turbulence model. Concentration and sediment flux profiles were compared with experimental data for sheet flow conditions considering both symmetric and asymmetric oscillatory flows. Sediment and fluid velocity variations, concentration profiles, sediment flux and turbulence parameters of wave-generated sheet flow were studied numerically with a focus on sediment transport characteristics. In all applications, the model predictions compared well with the experimental data. Unlike previous investigations in which the flow is driven by a horizontal pressure gradient, the present model solves the Navier–Stokes equations under propagating waves. The model’s ability to predict sediment transport under oscillatory sheet flow conditions underscores its potential for understanding the evolution of beach morphology.     

九江—瑞昌序列震源位置及震源区速度结构的联合反演

采用震源位置和速度结构的联合反演方法确定2005年九江一瑞昌5.7级地震序列的分布和震源区的速度结构.结果显示九江一瑞昌地震序列存在NW330.方向和NE550方向的两组共轭分布,其中NW330.方向的优势分布更为明显;震源深度分布在3～18km的范围.地震主体破裂发生在上地壳-中地壳过渡层的P波速度低速区内,主震发生后余震向东南与西北方向两头扩展,其中往西北方向破裂时可能遇到了障碍体,积累的能量转向西南-北东方向继续破裂,引发了4.8级强余震.     

赤峰--辽蒙交界地区地震活动性及平均波速比分析

分析了赤峰地区地质构造特征、地球动力学环境、历史中强地震活动,表明该区域具备发生中强地震的构造条件;2008年以来的地震活动表明,辽蒙交界地区存在发生5级以上中强震的危险性,该地区的波速比震前异常能够为该地区的地震中期预测提供一定的判定依据。     

黄土高原西部兰州市郊人工林地水分亏缺与调控研究

通过定位监测与对比分析,对兰州市南北两山不同水分管理人工林地植物水分亏缺度及植物水分亏缺补偿度的时空分布进行了研究。结果表明：灌溉林地的植物水分亏缺度最小,亏缺度大部分时间都在20％以下,有自然坡面集雨的林地植物水分亏缺状况好于不灌溉的林地,侧柏林地喷灌、自然坡面集雨和不灌三种处理方式下的植物水分亏缺度虽然稍有差异,但都处于水分极度亏缺的状况。补充灌溉除满足林地正常生长所需要的水分外,对土壤水分也有一定的补偿,补偿度在70％左右。其他不灌溉地块补偿度都为负值,说明这些地块整个雨季没有对水分进行补偿,还将土壤以前贮藏的部分土壤水分利用。植物水分亏缺度在空间上的变化与植物根系的分布相一致。既在水平方向上,随着离树干距离的加大,植物水分亏缺度依次降低。在垂直方向上,表层植物水分的亏缺度最低,随着深度的增加,亏缺度逐渐增大,100~120 cm深达到最大,以后又缓慢降低。植物水分补偿度是降雨与植物水分亏缺程度的反映,植物水分亏缺度越高,补偿度越大。     

中强地震前中小地震速度谱的变化特征

从Ｄｕｄａ和Ｎｏｒｔｍａｎｎ提出的谱震级定义出发,利用江苏地区遥测台网的５个台站记录到的５４次地震的数字化垂向位移波形记录,采用１３组０．５倍频程的滤波器,计算了各次地震的Ｐ波和及Ｓ波在没中心周期处的平均速度谱值,研究了地震的Ｐ波或Ｓ波速度谱的拐角周期及综合因子ｆ值的时间变化特征。结果显示：中强地震发生之前１年或更短的时间内所发生的中小地震,其速度谱综合因子ｆ值随时间的变化具有由高值向低值的变化趋