缢蛏(Sinonovacula constricta)生物扰动对养殖废水处理系统中沉积物磷赋存形态垂直分布的影响

为研究缢蛏(Sinonovacula constricta)生物扰动在养殖废水生态处理系统中对沉积物不同垂直分层的各种磷形态迁移转化的影响,于2016年5—7月在养殖废水处理池的贝藻处理区采集不同缢蛏养殖密度下的实验围隔箱内的底泥,测定不同垂直方向上的磷形态、微生物活性(FDA)以及碱性磷酸酶活性(APA)。结果表明,在底栖动物缢蛏生物扰动作用下,改变了沉积物内部的微环境,促进了微生物的生长,增大了沉积物中总微生物活性以及碱性磷酸酶活性。而沉积物中有机磷(OP)含量显著减少(P0.05);非磷灰石态无机磷(NAIP)、磷灰石态无机磷(AP)和无机磷(IP)含量显著增加(P0.05),这表明在缢蛏的生物扰动下OP可能转变成为AP、NAIP等无机磷成分;总磷含量呈降低趋势。本试验结果表明,缢蛏生物扰动下对于养殖废水生态处理系统沉积物垂直方向上的磷赋存形态具有显著的影响,且高密度组的生物扰动作用对沉积物中磷形态迁移转化的影响强于低密度组。     

基于PXRF的西南印度洋脊硫化物表层沉积物地球化学找矿研究

海底热液喷发形成的热液羽状流中富含成矿物质,并沉淀在距离热液喷口不等的范围内。对西南印度洋中脊热液喷口附近、距离喷口中等距离、远离喷口的六个表层沉积物样品开展了不同粒度沉积物的便携式XRF（PXRF）分析。结果表明,PXRF可以有效获得的洋中脊钙质沉积物中成矿元素的富集特征。>40目的沉积物样品具有较高的Cu、Zn、Fe、Mn等元素含量,40目以下沉积物中则相对稳定,可能与粗粒沉积物中玄武岩碎屑/玻璃含量较高有关,与镜下鉴定结果一致。以热液喷口为中心,表层沉积物中表现出Cu、Zn、As、Fe、Mn的元素分带,靠近喷口的沉积物中具有较高的成矿元素的含量,并具有较高的Cu/Fe、Zn/Fe比值或者Cu/Mn与Zn/Mn比值。上述结论表明,洋中脊沉积物中成矿元素的含量主要受与喷口的距离的影响,而与粒度的关系不大,洋中脊沉积物地球化学找矿应采用40目以下粒径沉积物作为分析样品。通过PXRF获得的Cu、Zn、As、Fe、Mn等元素含量及其比值特征可以作为海底多金属硫化物沉积物地球化学找矿的指标,该方法满足快速有效识别洋中脊沉积物中地球化学异常的要求。     

褐藻多糖硫酸酯的结构与生物活性研究

褐藻多糖硫酸酯（fucoidan,FPS）是所有褐藻中所固有的细胞间多糖,存在于细胞壁基质中。生长于潮间带、长时间与空气接触的褐藻种类中,如多年生的墨角藻（Fucus vesiculosus）类,其褐藻多糖硫酸酯的含量可高达20%;生长在较深处的海带（Saccharina japonica）类中含量较低,约为1%~2%。褐藻多糖硫酸酯是一类独特的结合有硫酸基的水溶性杂聚糖,其化学组成和结构非常复杂,以岩藻糖和硫酸基为主,随着褐藻的种类不同还含有半乳糖、木糖、糖醛酸等其他成分。褐藻多糖硫酸酯具有多种生物活性,目前针对墨角藻、泡叶藻（Ascophyllum nodosum）、鼠尾藻（Sargassum thunbergii）等褐藻中的褐藻多糖硫酸酯研究较多,发现其具有免疫调节、抗病毒、抗肿瘤、抗凝血、抗氧化等生物活性。本文主要就褐藻多糖硫酸酯的提取、纯化、结构及生物活性等方面研究进行综述。     

Research on the fault controlling mechanism of geothermal water in Zhangzhou Basin

Fault has an important influence on the storage and movement of geothermal water. The Zhangzhou Basin is wholly located in a granodiorite rock mass. Due to the low permeability of granodiorite, faulted structure has an evident control action on the hydrothermal activity of geothermal fields. Hot springs in Zhangzhou Basin crack along Pingtan-Dongshan Fault to the northeastern direction and emerge along Fu’an-Nanjing Fault. Through measurement of the temperature of several hot springs in the Basin, we found the temperature along the northwestern direction of Zhangzhou-Tianbao Fault is high and the temperature gap between the two sides of Yangxi-Yuanshan Fault is huge; the estimation of geothermal reservoir temperature of geothermal water through quartz geothermometer indicates that the geothermal reservoir temperature of the northern area of Nanjing-Xiamen Fault is obviously higher than that of southern area. Such result indicates that Fault obviously obstructs underground heat source. Under the condition that the average geothermal gradient of the Zhangzhou Basin is set, the circulation depth of the geothermal water of the Zhangzhou Basin measured by geothermal reservoir temperature is 3 550-5 200 m and the circulation depth of the geothermal water of the north of Nanjing-Xiamen Fault is deeper than that of the South.     

基于GPS观测研究2010年青海玉树MS7.1地震震后地壳形变特征及其机制

2010年4月14日青海玉树M_S7.1地震发生在青藏高原东南部甘孜-玉树地震带,在震后7~10天内,我们快速建立了由15个GPS测站组成的跨地震破裂带观测剖面,包括1个连续站,3个半连续站和11个流动站,对所有站进行了240多天的观测,获取了该次地震的震后形变时空特征.采用欧拉矢量和位错模型解算了背景速度场,并从GPS观测的形变场中扣除该分量.采用分层黏弹性位错模型计算余震引起的地表形变,结果表明余震对部分测站的位移造成不可忽视的影响.采用对数模型拟合位移时间序列,表明特征衰减时间为6.7±1.2天.利用最速下降法反演震后余滑时空分布,反演结果表明震后断层活动以左旋滑动为主,断层南盘具有少量的抬升.在空间分布上,余滑主要位于同震破裂区的两侧,西北侧的余滑几乎达到地表,而东南区的余滑基本在同震破裂区的下方,余滑最大的区域位于结古镇东南下方10~20 km的深度范围.随着震后离逝时间的增加,2个余滑区在空间上保持不变,余滑区的面积逐渐扩大.余滑的矩释放为（1.5~5.1）×10¹⁸Nm,相当于1个M_W6.1~6.4地震释放的能量.分层岩石圈黏弹性模型计算的地壳孔隙弹性反弹形变与地表观测值相差较大,不能解释观测到的震后变形.采用麦克斯维尔流变体模型计算下地壳和上地幔松弛引起的地表形变,显示出其对地表形变的贡献较小.GPS观测得到的震后形变所具有的快速衰减特征,以及余滑模型能够较好地拟合GPS地表形变,表明2010年玉树M_S7.1地震后早期阶段的地壳形变主要是由余滑机制决定的.     

Experimental study on the bidirectional inelastic deformation capacity of U‐shaped steel dampers for seismic isolated buildings

Hysteretic dampers are used to dissipate earthquake‐induced energy in base‐isolated structures by acquiring inelastic deformations, rendering their hysteretic behavior of vital importance. The present paper focuses on investigating the behavior of U‐shaped steel dampers under bidirectional loading; this is significantly different from their corresponding uniaxial behavior. Two main sets of loading tests on full‐scale specimens are conducted in this regard: (i) quasi‐static tests with simple histories and (ii) dynamic tests with realistic loading histories. Based on the results obtained in the quasi‐static tests, an interaction curve that accounts for the reduction of the cyclic deformation capacity is proposed. However, the fidelity of this relation must be assessed under loading conditions similar to those of a seismically isolated structure subjected to an earthquake, which represents the goal of the second set of tests. The results of the dynamic tests validate the proposed interaction curve for estimating the deformation capacity of U‐shaped steel dampers under bidirectional loading. Copyright © 2015 John Wiley & Sons, Ltd.     

A meta‐analysis of reef island response to environmental change on the Great Barrier Reef

Reef islands on the Great Barrier Reef are influenced by a range of environmental factors. A meta‐analysis of 103 islands is presented to express variation in island size (area and volume) as a function of latitudinal and cross shelf gradients in regional oceanographic factors (exposure to incident waves, tidal range and tropical cyclone frequency) and local physical factors (position on the shelf, area, length and depth of supporting reef platform, vegetative cover). Models performed well for unvegetated sandcays (R² = 0.89), vegetated sandcays (R² = 0·72) and low wooded islands (R² = 0.78), with a moderate level of variation explained when all islands were simultaneously regressed (R² = 0.58). Future island dynamics were simulated for anticipated changes in cyclone regime, wave activity and sea level. For 38 islands mapped on the 1973 Royal Society and Universities of Queensland Expedition to the Northern Great Barrier Reef, change over the same 22 year period (1973–1995) was determined and the relative magnitude of observed and modelled changes was compared and found to be consistent through rank correlation analysis (Γ = 0.84 for unvegetated sandcays, Γ = 0.81 for vegetated sandcays). Simulations of island area or volume change from 2000 to 2100 indicated that under a 30% decrease in tropical cyclone activity, unvegetated sandcays continue to accrete at a lower rate, whereas all island types erode under a 38% increase in tropical cyclone activity. Vegetated sandcays initially accrete at higher levels of cyclone activity, entering an erosive state with a 60% increase in activity. Low wooded islands are unresponsive to environmental changes modelled. A sensitivity analysis of vegetated and unvegetated sandcays indicated that the presence of vegetation increases the tropical cyclone activity threshold at which islands begin to erode. Greatest sedimentary losses occur within the central band of high cyclone activity between Cooktown and Mackay. Copyright © 2015 John Wiley & Sons, Ltd.     

利用三重震相探测中国东部海域410 km深度低速层

基于中国数字地震台网记录的日本本州地区2009年发生的一次震源深度为167.2 km、 震级为mb6.0地震的宽频带波形资料,利用二维射线追踪方法给出P波三重震相的理论时 距曲线,并采用试错法构建出与观测时 距曲线拟合效果最优的低速异常模型,发现在中国东部海域下方410 km间断面上、下均存在局部的P波低速异常:300—410 km深度范围内低速异常为4%—5%,而410—460/470 km深度范围内的低速异常则达到4%—7%．结合前人地震层析成像结果,发现该区域不存在明确外源热流,因而,本文认为该低速异常与俯冲板片脱水引起的部分熔融有关．      

沂沭断裂带重力场及地壳结构特征

沂沭断裂带为郯庐断裂带山东段,新构造运动显著,是华北地区的强震活动带之一。文中收集了该地区的布格重力数据,利用小波多尺度分析方法对重力场进行有效分离,研究区域地壳结构特征及断裂空间展布,并应用Parker变密度模型对区域莫霍面进行反演分析,得到以下几点结论:1)重力区域场显示,沂沭断裂带形成了NNE走向的大型重力梯度带,分隔了鲁西、鲁东地块,成为区域内重要的地球物理分界线。2)重力局部场显示,中上地壳结构复杂,沂沭带内部呈现两堑一垒的重力异常格局,5条主干断裂形成线性梯度带分布于东、西地堑内,鲁西块体的多条NW向活动断裂交切于沂沭断裂带,多数断裂只交切于西地堑,而蒙山山前断裂和苍尼断裂横穿沂沭断裂带;下地壳结构相对简单,发生明显的褶曲构造,表现出大规模高、低密度异常相间排列的典型特征。3)区域莫霍面形态东高西低,沂沭断裂带形成了莫霍面陡变带,造成了东西分异格局,潍坊东—莒县—临沂一线出现莫霍面上隆区,具有强震发生的深部孕震环境。4)区域内地震多发于高、低重力异常转化带之间,特别是活动断裂对应的重力梯度条带之上,地震的发生与断裂活动有着密切的关系,沂沭断裂带地震活动性最强,且东地堑强于西地堑。     

广州市社区出行低碳指数格局及其影响因素的空间异质性

通过构建社区出行低碳指数（CTLCI）模型,对广州市社区出行低碳指数的空间格局及其差异特征进行了分析,并利用全局回归（OLS）模型和地理加权回归（GWR）模型对社区出行低碳指数的影响因素以及其间关系的空间异质性进行了研究。结果表明,广州市社区出行低碳指数由中心城区向外逐渐递增,呈明显的圈层结构。内圈层的社区出行低碳指数内部差异最小,中间过渡圈层的最大。社区人口密度对社区出行低碳指数的影响以正向作用为主,公共交通供给水平和路网密集程度对社区出行低碳指数的影响以负向作用为主,且它们的影响作用具有空间异质性。具体指出了在不同地域空间内社区人口密度、公共交通供给水平和路网密集程度对社区出行低碳指数在影响程度和作用方向上的差异,为减少广州城市交通碳排放、针对不同空间制定有效的低碳政策和构建低碳城市空间结构提供了科学依据。