珠江口水体的三氮特征

本文据珠江口周年(1987年2月至1988年2月)调查资料,分析了珠江口桂山岛附近海域的三氮变化规律,讨论了三氮之间的相互关系,通量和停留时间以及各种因素对三氮的影响。结果表明:珠江河口水中三氮的时空分布具有夏、冬季含量高,春、秋季含量低,并随向外海方向递减的特点;三氮之间的关系可分别用倒指数方程Y=exp(A+B/X)的数学模式描述;NH_4-N,NO_3-N,NO_2-N的通量和停留时间分别为33.9,401.0,15.8g·atN/s和3.84,3.96,4.41d。     

云南勐兴铅锌矿矿体空间特征及预测前景

借助ArcGIS软件的空间统计分析功能,对矿体主要参数进行分析,获得矿体空间特征。认为铅和锌品位具有明显的正相关,品位与厚度也属正相关。在此基础上对矿区找矿远景区进行初步圈定,为探矿工程的布置提供依据。     

滑坡稳定性分析与安全系数取值研究

在地质灾害中,滑坡灾害分布最广、发生频率最高、危害最大,是我国地质灾害防治的主要对象。滑坡研究的主要任务之一是稳定性分析。论文针对三板溪水电站进水口滑坡和水布垭水电站大岩淌滑坡,分别采用刚体极限平衡法、块体单元法、有限单元法对稳定安全系数和条间推力分布曲线进行分析和比较,研究各种方法的差异和计算精度,以及各种方法稳定安全系数的取值标准,希望为水利水电工程边坡设计规范有关有限单元法、块体单元法条目的编写和相应的允许安全系数取值标准的制定提供一定的参考。研究结果表明:①块体单元法计算的安全系数与刚体极限平衡法计算的安全系数可以采用相同的取值标准,而有限单元法计算的安全系数取值标准可适当降低;②块体单元法计算的条间水平推力、条间剪切力与刚体极限平衡法(尤其是Sarma法)计算的条间水平推力、条间剪切力非常相近,有限单元法计算的条间水平推力、条间剪切力较小;③分析方法、力学模型与参数取值应与安全系数取值标准相匹配。     

Spatial variation of seismic motion induced by propagation of body waves

Spatial variation of earthquake ground motion is an important phenomenon that cannot be ignored in the design and safety of strategic structures. Several models have been developed to describe this variation using statistical, mathematical or physical approaches. The latter approach is not specific to an event. A recent contribution, which uses such an approach and called complete stochastic deamplification approach (CSDA), was developed [1]. The aim of this paper is to analyze the spatial variation of earthquake motion induced by the propagation of body waves using the CSDA. Coherency functions are evaluated for the cases of SH–SV–P waves propagating through stratified soil. Results obtained show that the variation of the coherency function is not the same for vertical and horizontal components and that the motion is more coherent at depth than at the free surface. In fact, we found that the rate of decrease with frequency and distance is not the same if P–SV waves propagate through stratified soil.     

Geostatistical inversion of coupled problems: dealing with computational burden and different types of data

Practical application of geostatistical inversion to coupled problems is hampered by a number of difficulties. In this paper, we address two of them: first, the computational cost of sensitivity (Jacobian) matrices and, second, the evaluation of the relative weights of different types of data. Regarding the first, we revise the adjoint state equations to propose a form whose cost is independent of the number of unknown parameters and only grows with the number of observation wells. Regarding the second, we derive expressions for the relative weights of different types of data. These expressions are based on minimizing the expected likelihood, rather than the likelihood itself. The efficiency of both improvements is tested on a synthetic example. The example analyzes a wide range of groundwater flow and solute transport conditions. Yet, the expected likelihood consistently yields the optimal weights. The proposed form of the adjoint state equations leads to one order of magnitude reduction in CPU time with respect to the conventional sensitivity equations.     

Attenuation of body waves in Southeastern Sicily (Italy)

The attenuation of P- and S-waves in Southeastern Sicily was estimated by applying two different methods in time and frequency domains. We analyzed waveforms from about 290 local events (0.6≤M_L≤4.6) recorded at a three-component digital network.By applying the pulse broadening method to the first P-wave pulse, we found an average Q_p value of ca. 140. The application of the frequency decay method provided a Q_p value of ca. 120, in the low-frequency band (3-9 Hz). Conversely, in the high frequency range (16-27 Hz) the average Q_p is significantly larger (ca. 640). The frequency decay method was also applied to S-waves spectra. In the low frequency range (2-5 Hz) the estimated average Q_s is ca. 190. As for Q_p, also Q_s, in the high frequency range (16-27 Hz), is larger (ca. 700). These results evidenced a frequency dependence of both the quality factors Q_p and Q_s, as commonly observed in tectonically active zones characterized by high degree of heterogeneity.     

大海马游泳行为及游泳能力测定与分析

利用自制的鱼类游泳能力测定装置,观察了大海马垂直和水平方向的最大临界游速,描述了大海马的游泳行为,并评估其游泳能力。结果表明:水温25.5℃±1.0℃条件下,体长6 cm个体水平方向的临界游速达到峰值为4.23 cm/s±0.23 cm/s;随体长的增加和减少,临界游速都有所下降,体长至约10 cm时临界游速为2.86 cm/s±0.02 cm/s。该物种在水平游泳时,游泳速度与尾部的倾斜角度有关,倾角越大,速度越大,当倾角达到55°时,速度达到最大值,而大于该角度,身体就失去平衡不能进行逆水流游动。大海马体长在6 cm时达到垂直方向的临界游速峰值,为0.372 cm/s±0.014 cm/s,此时的绝对临界速度为0.085 BL/s±0.010 BL/s。至体长增长到13 cm时,基本趋于稳定,与水平方向游速变化趋势相似。     

饲料中不同蛋白质和脂肪水平对克氏螯虾（Procambarusclarkii）生长性能、体组成和消化酶活性的影响

采用3×3因子方法,进行了饲料中不同蛋白质和脂肪水平对克氏螯虾f均重（7．03±0．05）g]生长性能、体组成和消化酶活性的影响研究。试验设3个蛋白质水平（24％、27％和30％1和3个脂肪水平（4％、7％和10％）,共9组,每组4个重复,每个重复10尾虾,为期8周。结果表明,蛋白质和脂肪水平对成活率无显著影响（P〉0...     

体重和温度对华贵栉孔扇贝(Chlamys nobilis)耗氧率和排氨率的影响

采用室内实验生态学方法对华贵栉孔扇贝的耗氧率和排氨率进行了研究。旨在为华贵栉孔扇贝养殖容量的调查及生态生理的研究提供参考,并可为海洋生态系统动力学和贝类能量学研究提供科学依据。实验结果表明,在实验温度(13—33℃)范围内,华贵栉孔扇贝的耗氧率(OR)和排氨率(NR)与体重(W)都呈负相关,可以用Y=aW-b表示。华贵栉孔扇贝的耗氧率和温度的关系可以表示为OR=-c+b1T-b2T2。在13—28℃温度范围内,华贵栉孔扇贝的耗氧率随温度的升高而增加,28℃时,耗氧率达到最大值,温度升高到33℃时,耗氧率反而下降。而排氨率与温度的关系可以表示为1NR=c1edT,在实验温度范围内,排氨率随温度的升高则呈持续升高趋势。华贵栉孔扇贝呼吸和排泄Q10值范围分别为0.466—2.471和1.129—2.437。在23—28℃温度范围内,不同规格华贵栉孔扇贝的耗氧率和排氨率的比值(原子数O:N)较高。方差分析表明,体重、温度及二者的交互作用对华贵栉孔扇贝的耗氧率和排氨率均有极显著的影响(P0.01)。华贵栉孔扇贝的日常代谢明显高于标准代谢,耗氧率和排氨率平均值分别提高29.9%和69.4%。     

海城7．3级地震前地震波动力学特征量的异常变化

本文给出对海城７．３级地震前地震波动力学特征量变化的一些最新研究结果。所研究的地震波包括体波（Ｐ，Ｓ波）、尾波和短周期地脉动三类。特征量有：体波与地脉动的波形时间线性度和空间线性度，平均半周期，频谱的峰值频率、拐角频率、相对频带宽度、相对频谱峰值、高频段的谱线斜率绝对值；尾波的时间熵、振幅比、持续时间、观测与计算持续时间差及其二阶差分、Ｑ＿ｃ值、反映介质混浊度与震源特性的系数ａ＿ｃ等。所得结果表明，三类地震波的上述动力学特征量大都在震前一至半年左右出现、有的在６－１０天乃至一天以内出现过不同形态的阶段性异常变化，因而可看作海城地震的中短期和临震的地震波前兆异常指标。