中国大陆新生代构造应力场的研究

本文通过断陷盆地的分布特征、震源机制解和地应力测量等方面的资料分析研究,认为新生代以来中国大陆没有统一的构造应力场,或者说现今应力场小于前期应力场;断层活动、地震活动并不意味着应力的不断积累、不断加强,相反是应力的不断释放、不断减弱。     

The nutrient forms, cycling and exchange flux in the sediment and overlying water system in lakes from the middle and lower reaches of Yangtze River

This paper is a review of research works concerning the nutrient transportation, transformation and exchange between water, sediment and biota in the lakes from the middle and lower reaches of the Yangtze River conducted in the context of project entitled "The Processes and Mechanism of Lake Eutrophication in Middle and Lower Reaches of Yangtze River". All the lakes from this area are shallow lakes. According to the typical lake site research, the lakes from the middle and lower reaches of Yangtze River have a higher baseline of nutrition in the history. Normally the trophic status of these lakes can be categorized into medium-trophic or eutrophic. Human activities have been enhanced during the last decades, which speed up the lake eutrophic process. Lake eutrophication control needs to reduce not only the external nutrient inputs from watershed but also the internal loading from the sediments. Investigations revealed that the lake sediments in this area are considerablly high in nutrition in which at most about 30% of phosphorus exists in the form of bio-available in the sediment. The surface sediment will exert great effects on the nutrient exchange between water-sediment interface via adsorption and release of nutrient. The nutrient release from the sediment in these shallow lakes is mainly in two ways, i.e. in the undisturbed condition the nutrient is released through diffusion created by the nutrient gradient from sediment to overlying water; whereas in disturbed condition, the nutrient release is determined by the hydrodynamic forcing intensity and the sediment resuspension. Metallic elements such as the iron, manganese and aluminium and the aerobic-anaerobic ambience will affect the release of nutrients. The disturbed release will increase the total nutrients in the water column significantly in the short period. At the beginning of sediment resuspension, the dissolved nutrient concentration will increase. This increase will be damped if the ferric oxide and aluminium are rich in sediment because of the adsorption and flocculation. This means that the lakes have capability of eliminating the nutrient loadings. Investigations for the lakes from middle and down stream of Yangtze River have suggested that most lakes have the self-cleaning capability. Dredging the control of the internal loading, therefore, is only applicable to the small lakes or undisturbed bays which normally are situated nearby the city or town and rich in organic materials in the sediment. In addition, the strong reduction condition and weak aeration of these lakes and bays make these small lakes and bays release much more bio-available nutrient and without much self-eliminating capability. Moreover, eutrophication induced algal bloom in these lakes will change the pH of water, which further induces the increase in the nutrient release. In turn, the increase in nutrient release promotes the growth of phytoplankton and results in severe algal bloom. For the heavily polluted water, research suggests that the biomass of bacteria and alkaline phosphatase activity will be higher corresponding to the higher concentration of nutrients, which accelerates the nutrient recycling between water, sediment and biota. Quick recycling of nutrient, in turn, promotes the production and biomass growth of microorganism and leads to more severe eutrophication. Further research work should focus on the nutrient transformation mechanism and the effects of microbial loop on the eutrophication.     

湖泊底泥疏浚环境效应：Ⅰ.内源磷释放控制作用

通过为期一年的疏浚模拟试验,在试验室培养疏浚与对照柱样研究了底泥疏浚对内源磷释放的控制效果,结果发现,疏浚表层30cm能够有效的消减沉积物中不同形态磷含量与孔隙水中PO43-p含量,在一年的试验周期内,疏浚和对照柱沉积物-水界面的PO43-P通量分别为-143.8至14.4与-237.3至3047.6μg(m2·d),疏浚柱沉积物-水界面的磷通量总体上低于未疏浚对照的磷通量,尤其是在温度较高的月份,从2006年3-10月疏浚柱沉积物-水界面磷释放通量显著低于未疏浚对照柱,疏浚沉积物的磷的释放潜力低于未疏浚对照沉积物,研究结果表明,在外源磷得到有效控制的前提下,底泥疏浚是消减研究区内源磷负荷有效的技术手段.     

国外地震预测预报研究的一些震例

本文收集了国外地震预测预报研究中一些引起关注的震例,包括回溯性前兆检验的震例和实际预测预报的震例,作为一个不完整的索引,以期对国内相关领域的研究有所帮助。     

破裂时间法在云南小江断裂带强震预测中的应用

使用云南区域台网记录的地震目录资料,采用破裂时间法模拟前兆地震序列能量加速释放过程,系统研究了能量加速释放模型参数估计方法及强震位置搜索技术,详细推导了预测模型基本公式,对小江断裂带上发生的19次主震事件进行了模拟,结果表明:强震前能量加速现象是一种普遍现象,主震前,与主震相差2.5个震级单位的前兆序列出现能量加速释放所占的比例为80%;由前兆序列模拟得到的预测时间和震级与实际值很接近,主震震级预测精度约为±0.5级,预测主震发生时间误差约为±0.5年;搜索半径和搜索时间与主震震级成线性正相关关系;采用主震位置搜索技术,对小江断裂带未来中期6～7级强震可能危险区进行了预测。     

偏最小二乘法回归 (PLS)研究酸性森林土壤中铝的释放过程

采集了华南和西南酸性森林小流域中的土壤和土壤水并分析其化学组成,利用偏最小二乘法回归(PLS)研究了土壤中铝的释放过程,以综合评价各种影响因素的相对重要性。连续3年(2000～2002)的现场监测数据表明,尽管土壤水中铝的浓度存在显著差异,但铝的形态分布在各流域之间基本相似。大多数土壤水中单体铝(Ala)主要以无机态(Ali)存在,有机铝(Alo)一般不足10%。在pH3.6～5.6范围内,土壤水中Al3 活度(pAl)与土壤水pH值呈显著正相关关系(P<0.001),上层和下层土壤中pH-pAl拟合直线的斜率分别为1.28和2.00,明显偏离三水铝石(gibbsite)的溶解平衡模式。偏最小二乘法回归分析显示,上层和下层土壤中铝具有不同的来源和主导影响因素。上层土壤中,铝主要来源于有机键合铝(Alorg),土壤水离子强度(I)是造成铝浓度差异的主导因素。与此同时,铝的释放过程明显受到离子交换反应的影响。下层土壤中,铝近乎全部来源于无机键合铝(Alinorg),土壤水H 浓度成为影响铝释放过程的最主要因素。与上层土壤相比,离子交换对土壤铝释放过程影响明显减小。     

考虑围岩软化特性和应力释放的圆形隧道黏弹塑性解

将围岩的塑性应变软化特性引入到考虑应力释放的圆形隧道黏弹塑性解中,并且在围岩的软化和残余强度阶段考虑围岩的塑性体积膨胀特性,提出了考虑塑性软化以及塑性体积膨胀和围岩应力释放的圆形隧道弹塑性解。当软化系数k = ∞、膨胀系数h = s时,该解转化为黏弹-脆塑性解;当k = 0、h = s时,则转化为黏弹-理想塑性解,进一步令h = s = 1,则转化为不考虑塑性体积膨胀的黏弹-理想塑性解。通过具体实例计算,分析了掌子面与研究断面间距x、围岩的软化系数k、膨胀系数h和s、支护结构等对围岩塑性区、破碎区半径和变形的影响。当开挖面与研究断面间距x在(0~4)D（D为隧道直径）范围内,随着时间增加塑性圈和破碎区迅速增大;超过4D,塑性区和破碎区半径增量逐渐变小,趋于稳定值;围岩中包含塑性区和破碎区时,二者半径的比值只取决于围岩的性质,与支护结构无关,但支护结构可以限制塑性区及破碎区的范围;考虑应变软化和塑性体积膨胀时,围岩径向位移和塑性区及破碎区半径均大于不考虑应变软化和塑性体积膨胀时的结果;软化系数k增大,围岩位移、塑性区和破碎区半径增加、塑性区半径和破碎区半径之间的比值变小。得到的结果对于隧道工程设计和施工具有一定的指导性和参考价值。     

城市重污染河道环境因子对底质氮释放影响

以苏州市古城区劣Ⅴ类水体为研究对象,利用模拟试验方法,研究和探讨了水体环境条件(DO、Eh、pH值、温度)变化和疏浚深度对河道底泥氮释放的影响.底泥供试样中NH₄+-N与NO₃--N含量一般为0.277 g/kg与0.0012g/kg,上覆水体NH₄+-N与NO₃--N含量一般为6.743 mg/L与1.500 mg/L.试验结果表明:厌氧环境(DO<0.5 mg/L)、强还原环境(Eh<-108 mV)、酸性环境(pH<6.0)及温度升高均有利于底泥中NH₄+-N的释放,NO₃--N的迁移转化规律则相反;供试样控制疏浚深度5 cm、10 cm、15 cm、20 cm,当疏浚深度15 cm时,泥-水界面向上覆水体中扩散的氮通量最小;疏浚深度、DO和Eh对底泥NH₄+-N释放程度的影响大于pH和温度,通过曝气等方式保持水体中适当的溶解氧或使底泥保持较强的氧化电位环境可以有效抑制底泥中NH₄+-N的释放.     

抛掷型岩爆震源体能量动态释放机制与几何尺度特征

为了进一步理解岩爆的机制并解释岩爆发生的过程,通过对抛掷型岩爆能量来源、去处及大小的分析,提出了抛掷型岩爆的震源两体模型。抛掷型岩爆本质上是释能体-岩爆体相互作用下岩石裂纹动态扩展和能量快速释放的过程。从岩爆体张拉断裂机制出发,采用脆性内聚裂纹阵列扩展动力学模型分析了裂纹间距与应变率对岩爆体能量释放速率的影响。据此得出释能体对岩爆体的作用可归结为应变率效应,释能体能量释放速率越大,对岩爆体的动态加载速率就越大,使得岩爆体能量释放速率加快。岩爆体破裂能量释放速率越大,作用于释能体的动态卸载速率就越大,又使得释能体的能量释放速率增大,两体相互作用形成的动态加、卸载效应构成了岩爆能量释放的正反馈机制。基于上述理论推导得出岩爆震源体的几何尺度是岩爆体的几倍到几十倍,理论结果与现场实际监测分析基本吻合。     

矿山环境中（重）金属的释放迁移地球化学及其环境效应

矿山开发引起的环境问题是全球性的问题，越来越受到人们的重视，已成为环境地球化学研究的一个重要领域，通过对矿山环境地球化学过程的研究，可以揭示矿山开发影响环境的过程机理，对研究元素循环、矿山修复、环境评价及生态效应等具有重要意义，本文对国内外矿山环境中（重）金属的释放迁移地球化学过程及其环境效应的研究进行了综述。