地球化学异常再现性与可对比性

不同密度采样是否可以获得稳定的和可追索的地球化学模式是检验采样是否具有代表性，分析技术是否成熟的重要依据。笔者选择新疆哈密大南湖地区约6400km^2面积，进行了从超低密度(1个样／100km^2)，甚低密度(1个样／25km^2)直到低密度(1个样／4km^2)地球化学采样，对比了3种密度地球化学采样所获得的地球化学数据和异常分布模式。得出如下结论：超低密度、甚低密度、低密度地球化学调查获得的元素含量平均值和背景值非常接近；超低密度、甚低密度、低密度调查所圈定的地球化学省在形态上和变化趋势上非常相似，浓集中心的位置重合，表明不同调查阶段可获得稳定的和可追索的地球化学模式；采样密度越大数据离散程度越高，即最小值更小，最大值更大，表明元素分布的局部不均匀性，正是这种局部的不均匀性才能通过加密采样刻画出地球化学模式的细节变化，为逐步追踪矿化体奠定了基础；超低密度和甚低密度采样可以有效圈定矿集区所形成的大规模地球化学异常，低密度地球化学调查不仅可以圈定矿集区异常，同时可以圈定分散矿化的小规模局部异常。     

温度对发头裸腹溞(Moina irrasa)种群动态和两性生殖的影响

在食物浓度为4×105 cells/ml栅藻的条件下,研究了4种温度(15、20、25、30～C)对发头裸腹溞种群动态及两性生殖的影响.结果表明,在4种温度下,发头裸腹涵种群密度在实验初期逐渐增大,达到密度最大值后呈现下降的趋势.随着温度的升高,发头裸腹溞成熟时间、首次产幼溞时间以及达到最大种群密度所需时间均缩短,但母...     

压实黄土非饱和渗透系数试验研究

压实黄土非饱和渗透特性具有重要的工程意义。对不同干密度的压实黄土试样,采用非饱和导水率测定系统进行非饱和渗透系数量测,得到不同干密度压实黄土的渗透系数与吸力的关系。试验结果表明：渗透系数随吸力的增大而成非线性减小,随干密度的减小而增大;在低吸力时,干密度对渗透系数的影响较大;在较高吸力时,干密度对渗透系数的影响较小。进一步给出了压实黄土的渗透系数模型并进行回归分析,得到各Wind幂函数模型参数与干密度的关系,建立了基于干密度的压实黄土渗透系数的确定方法。     

Comments on ‘A comparative study of ANN and neuro-fuzzy for the prediction of dynamic constant of rockmass’

Singh et al (2005) examined the potential of the ANN and neuro-fuzzy systems application for the prediction of dynamic constant of rockmass. However, the model proposed by them has some drawbacks according to fuzzy logic principles. This discussion will focus on the main fuzzy logic principles which authors and potential readers should take into consideration.     

舟山群岛外海域鱼类数量分布与环境因子的关系

根据2018年4月（春季）和10月（秋季）在舟山群岛外海域进行的渔业资源调查资料,分析了鱼类的种类组成、数量分布和优势种,并用典范对应分析方法分析了其与水文环境之间的关系。结果表明,舟山群岛外海域鱼类有106种,隶属于12目47科80属,春、秋季鱼类质量密度分别为210.50 kg/km²和829.06 kg/km²,尾数密度分别为8.08×10³ ind/km²和165.94×10³ ind/km²。春季鱼类资源密度在调查海域的西北部较高,东部较低,而秋季鱼类资源密度在东部海域较高,西北部海域较低。两个季节的鱼类优势种更替明显,春季优势种为黄鮟鱇（Lophius litulon）、日本红娘鱼（Lepidotrigla japonica）、细条天竺鲷（Apogon lineatus）,秋季为细条天竺鲷、日本发光鲷（Acropom japonicum）。鱼类种数呈现显著的季节和空间变化,但是都以西部以及西北部靠近近岸岛屿的海域种类数较高,大部分鱼类栖息在50～80 m水深海域。典范对应分析结果表明,表层温度、底层温度、表层盐度是影响调查海域鱼类种类组成和数量分布的主要环境因子。     

基于各向异性梯度的裂缝密度反演

裂缝密度是评价裂缝性储层的重要参数. 本文提出一种利用各向异性梯度计算裂缝密度的新方法,即运用裂缝介质等效理论将高陡倾角裂缝介质等效为横向各向同性介质,得到裂缝介质AVO响应特征,从而得到裂缝介质的各向异性梯度,之后由该梯度与裂缝密度的关系得到裂缝介质的裂缝密度. 实际处理中可以根据地震数据直接求取裂缝介质的各向异性梯度,最后求取裂缝介质的裂缝密度. 模型试算表明, 该方法能得到裂缝介质准确的裂缝密度. 反演结果与初始模型基本一致验证了该方法的正确性; 另外地震记录添加一定的信噪比后也能反演得到准确的裂缝密度,证明了该方法的稳定性.      

Flow of groundwater with variable density and viscosity, Atikokan Research Area, Canada

 Flow of groundwater with variable density and viscosity was simulated at the Atikokan Research Area (ARA) in northwestern Ontario, Canada. An empirical viscosity–concentration equation was modified to include total-dissolved-solids (TDS) data from the ARA. The resulting equation was used successfully to estimate reasonably accurate viscosity values over the expected range of temperature and concentration, in comparison with experimental values derived for sodium chloride solutions. A three-dimensional finite-element code, MOTIF, developed by Atomic Energy of Canada Limited, was used in the simulations. The inclusion of the effects of depth-increasing temperature and TDS-dependent fluid-density distribution, while maintaining only a temperature-dependent viscosity relationship in a simulation, resulted in a more penetrative flow against expected buoyancy effects (i.e., the physics of the system was not honored). Accounting for concentration in the viscosity equation caused water to be less penetrative and more in accordance with the expected physics of the system. A conclusion is that fluid concentration should be considered simultaneously in calculating the density and viscosity of a fluid during modeling of variable-density flow in areas underlain by fluids with high TDS. Results of simulations suggest that both flow directions and magnitudes should be employed simultaneously during the calibration of a model. Large-scale groundwater movement in the ARA may be analyzed with carefully selected vertical no-flow boundaries. By incorporating the geothermal temperature gradient, groundwater recharge increases by 12%; thus, this gradient plays a significant role in groundwater flow at the ARA. Variability in the fluid concentration at the ARA neither decreases nor increases recharge into the groundwater system. The hypothesis that an isolated continuous regional flow system may exist at depth in the ARA is not supported by these simulations. Received, September 1996 Revised, September 1997, February 1998 Accepted, February 1998     

利用GPS和DEMETER数据分析汶川地震前电离层变化

利用GPS TEC和法国DEMETER卫星ISL探测器的观测数据,分析了汶川地震前电离层变化.结果表明,电离层TEC在5月6-10日地方时下午有连续的负异常现象,5月9日地方时下午有明显的正异常现象.电离层TEC异常的范围主要位于震中南部区域,EW方向上1 100 ～1 670km,SN方向上1 600 ～3 700km.5月6日的负异常偏震中东南,5月7日的负异常偏震中西南,5月9日的正异常偏震中东南.震中西南和南部地区负异常较东南地区明显,震中南部和东南地区正异常程度较西南地区偏高,震中位置所对应南半球磁力线共轭区都出现了一定程度的正或负扰动.DEMETER卫星观测的电子密度Ne和离子密度N.在5月6-10日也出现了明显的负异常,异常分布与电离层TEC异常分布较为一致,主要集中在震中南部.震中所在的经度带上存在2个负异常峰值,且在纬度上关于地磁赤道对称.最后在上述异常的基础上,对基于岩石圈-大气层-电离层耦合的地震电离层异常机理开展了初步讨论.     

内蒙古自治区土壤有机碳库储量及分布特征

根据内蒙古自治区土壤资料中共461个土壤剖面数据估算表层及全剖面的土壤有机碳密度(SOCD)和储量(SOCR),绘制其SOCD的空间分布图,并对其影响因素进行了探讨。结果表明:内蒙古地区的表层SOCD为0.63～15.93 kg.m-2,平均为3.68 kg.m-2;全剖面SOCD为0.22～68.77 kg.m-2,平均为10.35 kg.m-2,不同土壤类型之间有一定差异。内蒙古表层SOCR为4.10 Pg,而全剖面储量为10.79 Pg。土壤有机碳含量及分布受气候、土壤性质和人为活动的影响明显。最后,根据年均温与土壤有机碳密度的相关关系,估算得出当气温升高1℃,内蒙古地区土壤有机碳的释放量为0.91 Pg。     

Mechanical properties of calcareous silts in a hydraulic fill island-reef

Abstract

The mechanical characteristics of calcareous silt interlayers play an important role in the stability of island-reef foundations. Direct shear and consolidation tests were performed to study the relationship between the mechanical properties and the physical parameters of calcareous silt. Based on the consolidation test results and analysis of the settling examples, different calculation methods for soil settling were compared. The results show the following. (1) The relationship between the cohesion and water content of calcareous silt can be represented by an M-shaped curve. The water contents corresponding to the two peaks of the M-type curve increase with increasing dry density. (2) When the dry density is less than 1.33?g/cm³, increasing the density significantly improves the internal friction angle of calcareous silts. When the dry density of the calcareous silt is greater than 1.33?g/cm³, the internal friction angle is affected by both the dry density and the water content. (3) The shear strength decreases when the water content exceeds the optimum level. (4) The compressive modulus of calcareous silt is larger than that of terrigenous silt. Specifically, it decreases with decreasing dry density and increasing water content. (5) The stepwise loading method should be used to estimate the soil settling before fill engineering construction.