二价铁氧化对铁锰循环功能微生物活性的影响及机制          下载免费PDF全文

屈婧祎  童曼  袁松虎 《地球科学》2021,46(2):632-641

地质微生物是沉积环境中铁、锰氧化还原循环的主要驱动因子,铁锰共存环境中二价铁氧化对不同铁、锰循环功能微生物活性的影响差异和机制尚不清楚.以铁还原菌Shewanella oneidensis MR-1、铁氧化菌Pseudogulbenkiania sp.strain 2002、锰氧化菌Pseudomonas putida MnB1和Leptothrix discophora SS-1作为代表性的铁、锰循环功能微生物,利用平板计数、荧光显微镜等手段探究了Fe(II)氧化对功能微生物活性的影响差异及机制.结果表明0.05 mM Fe2+氧化60 min可使MR-1和MnB1的活菌数量降低4~5个数量级,SS-1及S.2002无显著失活.Fe(II)氧化产生的吸附态。OH和胞内。OH是细菌失活的主要原因,胞外H₂O₂、胞外游离态。OH和三价铁氧化物是细菌失活的次要原因,SS-1及S.2002产生了氧化应激反应,成功抵御了活性氧化物种.   相似文献   

Correction: Hydraulic tomography analysis of municipal-well operation data with geology-based groundwater models     

Tong  Xin  Illman  Walter A.  Berg  Steven J.  Luo  Ning 《Hydrogeology Journal》2021,29(5):1999-2000

Hydrogeology Journal - A Correction to this paper has been published: https://doi.org/10.1007/s10040-021-02351-x  相似文献   

华南上泥盆统法门阶哲杜斯贝动物群的埋藏学和居群动力学特征^*     

李彤  董琳  袁志伟  凌坤  甯濛  秦树健  杨润宇  刘威  聂婷  李辰卿  孙元林 《古地理学报》2021,23(6):1210-1224

哲杜斯贝是一种以高丰度和低物种分异度为显著特征、在全球广泛独立分布的小嘴贝类。笔者对华南台地相和台间盆地相5个含哲杜斯贝类上泥盆统剖面进行沉积环境和埋藏特征研究,确定华南哲杜斯贝类的原生沉积环境为台地的正常浅水,这与美国和摩洛哥生长在冷泉环境中的哲杜斯贝不同,表明其既可在浅海环境中生长,也可以在冷泉环境中生长,具有较强的生态可塑性。台地相(原地埋藏)的3个哲杜斯贝种群具有以下特征:(1)均呈现出壳体呈层状紧密堆积、集群生长特点,丰度极高,并且有相当数量的个体呈现出由于拥挤生长而导致的壳体生长畸形现象;(2)缺乏其他底栖后生生物,显示了极低的生物多样性;(3)壳体大小—频率分布和生存曲线揭示了3个哲杜斯贝种群都具有非常低的幼年期死亡率特点,同时同一介壳层内哲杜斯贝个体大小均一,表明绝大多数的个体能够达到或接近自然寿命后死亡。上述证据表明,哲杜斯贝具有密集群居生活的习性,其生活在一个独特的、不适合其他后生底栖生物生存的环境。  相似文献   

鲁西地区角闪石岩地球化学、矿物学特征及其地质意义     

王凯凯  刘传朋  邓俊  梁成  刘同 《地球学报》2021,42(6):771-784

基性-超基性岩脉群通常形成于伸展构造背景,是示踪地幔源特征以及大陆和超大陆破裂的重要标志.鲁西地区角闪石岩为研究古元古代岩浆源和构造演化提供了一个窗口.本文对鲁西地区角闪石岩进行了岩相学、全岩地球化学及角闪石、黑云母电子探针原位分析.角闪石岩具板内构造环境,来自富集地幔.通过角闪石、黑云母成因分析,均具有幔源成因,角闪石结晶温度为702～781℃;结晶压力为29.8～228.8 MPa,结晶深度1～7.5 km,结晶时氧逸度变化范围在NNO+2.68到NNO+3.35之间.结合本次获得角闪石岩磷灰石U-Pb年龄为(1817±35)Ma,认为鲁西地区(1817±35)Ma处于板内拉伸环境,存在幔源岩浆上侵,已进入大陆裂解阶段.  相似文献   

两次强降水过程雨滴谱特征及差异     

李侠丽  潘先洁  童应祥  倪婷  黄国贵  李景安  陶杰  姚祎  凌新锋 《气象科技》2019,47(2):322-328

利用寿县观测站内的Parsivel激光雨滴谱仪结合观测站雨量数据及雷达基数据,分析了发生在2015年6月26—30日梅雨期间和2015年8月7—10日超强台风"苏迪罗"影响期间2次强降水过程的雨滴谱结构特征及其差异,拟合了雨强与雷达反射率因子之间的关系。结果表明:雨强的大小直接影响雨滴谱的特征参量,且随着雨强增大而增大;梅雨锋暴雨中1.0mm直径≤1.5mm的粒子所占比例最多,雨强贡献率最大;台风雨中0.75mm直径≤1.0mm的粒子所占比例最多,但1.0mm直径≤1.25mm的粒子对雨强的贡献最大,说明较大粒子对强降水的贡献较大。  相似文献   

1960—2017年沈阳地区春播期降水变化特征     

慕臣英  张郁  徐全辉  宋晓巍  张菁  李石  高桐 《气象与环境学报》2019,35(3):106-111

基于1960—2017年沈阳市5个气象观测站4—5月降水量资料,采用线性趋势法和累积距平分析了沈阳市春播期(4—5月)降水量演变特征,并分析首场透雨及最大连续无有效降水日数演变特征及对春播期降水量影响,对春播期降水量资源变化特征进行相关分析。结果表明:近58a沈阳春播期降水量整体呈现弱的增加趋势,平均每10a增加3.1mm,2004年开始降水量迅速增加,且波动性较大,降水量异常偏多或偏少年份较多,易诱发春旱春涝事件。春播期首场透雨出现日期平均每10a偏晚0.051d,首场透雨日期偏晚,将导致春播期前期雨水条件不足,引起土壤干旱,不利于春播开展。最大连续无有效降水日数呈波动性增加趋势,平均每10a增加0.56d,对4月降水量影响较大,虽然春播期降水资源总量增加,但存在降水资源时间分配不均的问题,且长时间无有效降水事件频发,将导致春播期干旱灾害事件发生风险加大,导致适播期延后。  相似文献   

层状地基端承桩扭转动力阻抗研究     

王海东  尚守平  童桦 《地震工程与工程振动》2007,27(1):171-175

本文采用Novak薄层法推导粘弹性地基的扭转动力阻抗,并将其用于考虑桩土相互作用的单桩扭转动力阻抗,又通过传递矩阵法将此公式推广到求取层状地基单桩扭转动力阻抗。而且本文以工程中常用的端承桩为例,推导了层状地基中端承桩扭转动力阻抗的简化计算公式。根据此公式,分析了频率、上覆软土层厚度、上覆软土层刚度等因素对单桩扭转动力阻抗的影响,分析结果表明,随着振动频率提高,层状地基中端承单桩的扭转动力阻抗的实部有缓慢下降的趋势,而虚部则增大;随着上覆土层厚度的增加,层状地基中端承单桩的扭转动力阻抗的实部和虚部均减小;随着上覆土层刚度的减小,层状地基中端承单桩的扭转动力阻抗的实部减小,虚部在低频段减小,而在较高频率段则增大。  相似文献   

Loss of energy dissipation capacity from the deadzone in linear and nonlinear viscous damping devices   总被引：1，自引：1，他引：0  

Mai Tong Thomas Liebner 《地震工程与工程振动(英文版)》2007,6(1):11-20

In a viscous damping device under cyclic loading, after the piston reaches a peak stroke, the reserve movement that follows may sometimes experience a short period of delayed or significantly reduced device force output. A similar delay or reduced device force output may also occur at the damper’s initial stroke as it moves away from its neutral position. This phenomenon is referred to as the effect of “deadzone”. The deadzone can cause a loss of energy dissipation capacity and less efficient vibration control. It is prominent in small amplitude vibrations. Although there are many potential causes of deadzone such as environmental factors, construction, material aging, and manufacture quality, in this paper, its general effect in linear and nonlinear viscous damping devices is analyzed. Based on classical dynamics and damping theory, a simple model is developed to capture the effect of deadzone in terms of the loss of energy dissipation capacity. The model provides several methods to estimate the loss of energy dissipation within the deadzone in linear and sublinear viscous fluid dampers. An empirical equation of loss of energy dissipation capacity versus deadzone size is formulated, and the equivalent reduction of effective damping in SDOF systems has been obtained. A laboratory experimental evaluation is carried out to verify the effect of deadzone and its numerical approximation. Based on the analysis, a modification is suggested to the corresponding formulas in FEMA 356 for calculation of equivalent damping if a deadzone is to be considered.  相似文献   

Static and dynamic inelastic P–Δ effect for seismic design     

Li Xiao  Tong Genshu 《地震工程与工程振动(英文版)》2021,(3):643-658

Seismic influence of P–Δ effect is the subject of this study. First, it is pointed out that the elastic static amplification factor shall be isolated in formulating the dynamic inelastic second order effect. An amplification factor for the static inelastic P–Δ effect is derived. Seismic force reduction factors(SFRF) for given ductility and stability coefficients are computed for one-story, one-span frames. The P–Δ amplification factors for seismic base shears are obtained by dividing SFRFs with and without P–Δ effect. Both P–Δ amplification factors and SFRFs are presented separately with two kinds of period abscissas. The P–Δ amplification factors are dependent on periods with the maximum occurring at about 0.75 s for site type C and approach to the static inelastic counterpart at long periods. Post-yield stiffness cannot fully counteract the adverse impact of the P–Δ effect. Formulas for seismic P–Δ amplification factors are proposed and compared to results of others. Collapse capacity spectra(CCS) are reviewed and their application in codes discussed. Available CCSs are compared with SFRFs with finite ductility computed for two ensembles of seismic records. A comparison reveals that the SFRFs are affected by seismic records, and available CCSs do not always provide upper limits for the SFRFs when stability coefficients are greater than 0.1 for frame models.  相似文献   

GC-MS法测定地下水中28种半挥发性有机物     

赵烔 《吉林地质》2021,40(2):58-64,71

本文针对地下水监测网运行维护规范(DZ/T 0307-2017)中的半挥发性有机物,建立了一种液/液萃取-气相色谱质谱联用法,可同时测定28种半挥发性有机物(SVOCs),涵盖规范中除多氯联苯外全部的27个SVOCs.方法 采用二氯甲烷萃取,SIM模式经气相色谱质谱联用仪(GC-MS)对样品进行测定,内标法定量,可实现...  相似文献