基于韦伯-费希纳定律的营养状态普适韦伯指数公式

在适当设定各营养状态指标"参照值"Cj0的基础上,用相应于"参照值"Cj0的指标"规范值"xj作为基于韦伯-费希纳定律的营养状态指数公式中的刺激量.由于各项指标的同级营养状态标准的"规范值"xjl差异不大,从而可认为各指标的营养状态韦伯指数公式都具有一个共同适用的韦伯常数α,并采用智能解域搜索算法优化α,得出对所有14项营养指标皆适用的营养状态普适韦伯指数公式.将营养状态韦伯指数公式应用于数十个湖泊的富营养化评价,并与其它多种方法的评价结果进行比较,结果表明该公式不但理论依据充分,而且具有简单、适用的特点.     

基于OBS数据的南黄海沉积地层速度结构特征

南黄海盆地是在前古生代变质基底及中-古生代海相沉积基底之上发育起来的中-新生代陆相叠合盆地.本文基于南黄海深部地学探测的主动源地震数据(OBS2013测线),通过多尺度层析成像方法利用初至波走时反演得到测线下方沉积层的纵波速度结构,结合多道地震、重、磁等资料,综合分析南黄海盆地北部沉积地层的特征.结果表明,OBS2013测线下方的地层纵、横向上有多个速度分界面,纵向上以印支面为界,下部挤压与上部伸展地层速度分别呈现高、低速特征;横向上表现为众多断裂,断裂控制了盆地发育,个别断裂发生走滑.断裂将速度剖面划分为四个纵波低速区和五个高速区,6km深度以内纵波速度的低值区(<4.5km·s-1)是中-新生代沉积地层;而高值区(>5km·s-1)归属于不同的形成机制:北部高速区对应千里岩隆起区的变质岩,中部高速区是被挤压的海相沉积地层,南部高速区属于中部隆起,为埋藏较浅、但厚度较大的中、古生代海相地层,部分位置可能含有火成岩.北部坳陷的中、南部区域,在陆相中-新生代沉积盆地之下的海相地层中发育砂岩,该区域(埋深不超过6km)的砂岩沉积分布于约2km厚度的地层中.     

IDENTIFICATION OF PALEO-EARTHQUAKES OF LUOYUNSHAN PIEDMONT FAULT BY QUANTITATIVE MORPHOLOGY OF LIMESTONE FAULT SURFACES

The quantitative analysis of morphologic characteristics of bedrock fault surface is a useful approach to study faulting history and identify paleo-earthquake. It is an effective complement to trenching technique, specially to identifying paleo-earthquakes in a bedrock area where the trenching technique cannot be applied. This paper focuses on the Luoyunshan piedmont fault, which is an active normal fault extending along the eastern boundary of the Shanxi Graben, China. There are a lot of fault scarps along the fault zone, which supply plentiful samples to be selected to our research, that is, to study faulting history and identify paleo-earthquakes in bedrock area by the quantitative analysis of morphologic characteristics of fault surfaces. In this paper, we calculate the 2D fractal dimension of two bedrock fault surfaces on the Luoyunshan piedmont fault in the Shanxi Graben, China using the isotropic empirical variance function, which is a popular method in fractal geometry. Results indicate that the fractal dimension varies systematically with height above the base of the fault surface exposures, indicating segmentation of the fault surface morphology. The 2D fractal dimension on a fault surface shows a ‘stair-like’ vertical segmentation, which is consistent with the weathering band and suggests that those fault surfaces are outcropped due to periodic faulting earthquakes. However, compared to the results of gneiss obtained by the former researchers, the characteristic fractal value of limestone shows an opposite evolution trend. 1)The paleo-earthquake study of the bedrock fault surface can be used as a supplementary method to study the activity history of faults in specific geomorphological regions. It can be used to fill the gaps in the exploration of the paleo-earthquake method in the bedrock area, and then broaden the study of active faults in space and scope. The quantitative analysis of bedrock fault surface morphology is an effective method to study faulting history and identify paleo-earthquake. The quantitative feature analysis method of the bedrock fault surface is a cost-effective method for the study of paleo-earthquakes in the bedrock fault surface. The number of weathered bands and band height can be identified by the segment number and segment height of the characteristic fractal dimension, and then the paleoearthquake events and the co-seismic displacement can be determined; 2)The exposure of the fault surface of the Luoyunshan bedrock is affected and controlled by both fault activity and erosion. A strong fault activity(ruptured earthquake)forms a segment of fault surface which is equivalent to the vertical co-seismic displacement of the earthquake. After the segment is cropped out, it suffers from the same effect of weathering and erosion, and thus this segment has approximately the same fractal dimension. Multiple severe fault activities(ruptured earthquake)form multiple fault surface topography. The long-term erosion under weak hydrodynamic conditions at the base of the fault cliff between two adjacent fault activities(intermittent period)will form a gradual slow-connect region where the fractal dimension gradually changes with the height of the fault surface. Based on the segmentation of quantitative morphology of the two fault surfaces on the Luoyunshan piedmont fault, we identified four earthquake events. Two sets of co-seismic displacement of about 3m and 1m on the fault are obtained; 3)The relationship between the fault surface morphology parameters and the time is described as follows:The fractal dimension of the limestone area decreases with the increase of the exposure time, which reflects the gradual smoothing characteristics after exposed. The phenomenon is opposite to the evolution of the geological features of gneiss faults acquired by the predecessors on the Huoshan piedmont fault; 4)Lithology plays an important role in morphology evolution of fault surface and the two opposite evolution trends of the characteristic fractal value on limestone and gneiss show that the weathering mechanism of limestone is different from that of the gneiss.     

中国大陆几次强地震长波辐射异常分析

大地震前存在长波辐射异常已被许多震例所证实,为进一步分析强地震前的长波辐射异常变化特征,提取其异常的判定指标。以多年静止卫星长波辐射资料（OLR）为基础,应用小波变换和功率谱估计方法对中国大陆6级以上地震进行分析研究。结果表明,6次强地震前三个月内均出现不同程度的长波辐射异常现象,与以前震例分析结果较为一致。空间上在震中及其附近区域异常整体呈现开始-增强-极值-减弱-消失过程,异常最大值时大于多年均值的1倍标准偏差的范围面积达数万到十几万km²,异常最大值时相对功率谱幅值均在10倍以上;时间上震中附近小区域相对功率谱幅值持续偏离多年均值的1倍标准偏差,持续偏离时间介于40~75天。这些强地震的异常判定指标具有短期预测指示意义。     

走滑断层地表位移动态演化特征研究

在经典走滑断层位移公式基础上引入时间变量, 研究断层运动中地表位移与时间的动态变化关系, 得到走滑断层地表位移时空动态演化公式。 当观测点处于断层近、 中场或者孕震阶段处于孕震中、 晚期时, 地表位移近似正比于时间对数函数。 得到以下结果: ① 走滑断层随时间的位移是不收敛的, 但发散速度十分缓慢。 ② 目前多数GPS水平方向的时间序列良好的线性特征为时间对数函数的局部线性近似。 ③ 在孕震中、 晚期的任意时刻, 断层近、 中场的地表任意一点的位移与其距断层的距离成正比, 即垂直于断层方向的地表位移曲线近似一条直线。 ④ 从震前的某个时刻开始计时, 震前距断层远的站点产生的位移比距断层近的站点产生的位移大; 震后距断层近的站点产生的位移比距断层远的站点产生的位移大。 走滑断层地表位移动态演化公式适用于断层的近中场, 孕震的中晚期, 可为断层地震危险性的判定提供理论支持。     

2004年苏门答腊地震粘滞性松弛效应对华南地区地壳水平活动的影响

2004年苏门答腊地震后, 不同学者根据不同观测数据(地震波、 GPS), 得到了此次地震的断层滑动模型。 反演过程中使用半无限空间模型时, 无法利用远场观测数据进行约束, 势必影响远场形变的解释。 基于Hoechner等使用的断层几何模型和GPS同震位移数据, 本研究利用球体位错理论反演方法反演了2004年苏门答腊地震断层滑动模型, 得到的矩震级为9.24, 最大滑移量为30.4 m, 由于考虑了曲率的效应, 该模型在远场同震位移的计算结果与GPS数据吻合较好。 然后, 选取了2001—2004年和2004—2007年两期的GPS水平位移速度场, 研究2004年苏门答腊地震对华南地区地壳水平活动的影响, 从两期的GPS水平位移速度场差异可以看出地震后华南块体有向西南方向的运动趋势, 华南块体受到此次地震明显的震后影响。 最后, 基于反演得到的断层模型, 利用Tanaka等提出的粘弹性球体位错理论对华南块体两期GPS水平位移速度场差异进行模拟, 得到华南块体内部粘滞性系数为2×10¹⁹ Pa·s, 当考虑地幔粘滞性松弛效应后, 两期的速度场差异的均方根值由3.2 mm减少为1.9 mm。 可见在研究2004年前后中国大陆GPS水平位移速度场时, 若继续以华南块体为基准, 需考虑此次地震的地幔粘滞性松弛效应。     

ACTIVE CHARACTERISTICS OF THE SANWEISHAN FAULT IN THE NORTHERN MARGIN OF THE TIBETAN PLATEAU DURING LATE PLEISTOCENE

The Sanweishan fault is located in the northern margin of the Tibetan plateau. It is a branch of the Altyn Tagh fault zone which extends to the northwest. A detailed study on Late Quaternary activity characteristics of the Sanwei Shan Fault can help understanding the strain distribution of the Altyn Tagh fault zone and regional seismic activity and northward growth of the Tibetan plateau. Previous research on this fault is insufficient and its activity is a controversial issue. Based on satellite images interpretation, field investigations and geological mapping, this study attempts to characterize this feature, especially its activity during Late Quaternary. Trench excavation and sample dating permit to address this issue, including determination of paleoseismic events along this fault. The results show that the Sanweishan fault is a large-scale active structure. It starts from the Shuangta reservoir in the east, extending southward by Shigongkouzi, Lucaogou, and Shugouzi, terminates south of Xishuigou, with a length of 175km. The fault trends in NEE, dipping SE at angles 50°~70°. It is characterized by left-lateral strike-slip with a component of thrust and local normal faulting. According to the geometry, the fault can be divided into three segments, i.e. Shuangta-Shigongkouzi, Shigongkouzi-Shugouzi and Shugouzi-Xishuigou from east to west, looking like a left-or right-step pattern. Plenty of offset fault landforms appear along the Sanweishan Fault, including ridges, left-lateral strike-slip gullies, fault scarps, and fault grooves. The trench study at the middle and eastern segments of the fault shows its activity during Late Pleistocene, evidenced by displaced strata of this epoch. Identification marks of the paleoearthquakes and sample dating reveal one paleoearthquake that occurred at(40.3±5.2)~(42.1±3.9) ka.     

基于物联网的大型地震区域监控系统设计

当前大型地震区域监控系统采用有线网络对人工指挥台进行数据传输,易导致灾害条件下受损无法及时有效地传通监控结果,存在地震实时监测信息准确性低、系统稳定性差的问题。因此设计基于物联网的大型地震区域监控系统。该设计系统进行数据采集交换的网络拓扑采用ZIGBEE实现通信。基于VS.NET基础设计系统架构,通过地震的现场指挥部建设支持可视化的调度指挥台,实现综合调度和集中指挥的目的。系统中智能地震救灾控制中心采用服务器进行数据存储和智能运算,实现对地震检测区的精准、高效检测和工作指导。通过数据采集交换与应急调度平台,监测地震实时监控与设备使用情况。采用地震救灾数据采集分析软件对物联网中地震区域监测数据进行全面、准确分析,系统采用多源信息融合技术实现地震救灾信息多视角的全面处理。实验结果说明,所设计系统测算结果实时性高、功耗低,具有较高的准确度和稳定性。     

腹板摩擦式钢框架节点震后可更换性能的试验研究

主要针对梁腹板带有摩擦耗能螺栓的自复位钢框架节点结构进行抗震性能和可更换性能的试验研究,探讨该类节点在往复荷载作用下的滞回性能以及节点域的变形特征。在参数选型的基础上,对5组钢框架节点试件进行了低周反复荷载作用下的拟静力试验,其中:4组试件具有自复位能力,分析了各试件的承载力、刚度、耗能性能和滞回特性等性能。综合研究结果表明:所提出的拼接节点能够利用摩擦螺栓的滑移提高节点的耗能能力,有效减少梁和柱主体构件的损伤,同时预应力筋提供了结构的自复位能力。试验结果表明:在地震作用之后,通过更换腹板及摩擦螺栓可以使结构的承载能力和耗能性能与震前基本一致,从而实现结构功能的快速恢复。     

强震下拱式体系桥梁震害特征及抗震研究

以汶川地震中拱式体系桥梁震害为主线,总结主拱圈、横向连接系和其它附属构件及减隔震设计拱桥的破坏情况,对国内外拱桥的震害特征及原因进行了剖析。以目前应用数量占优的钢管混凝土肋拱桥为具体背景,对拱式体系桥梁的抗震理论、抗震试验和减隔震设计进行了评述。分析认为拱式体系桥梁竖向和纵桥向抗震存在一定的安全储备,但横桥向存在明显的抗震薄弱环节。针对钢管混凝土肋拱桥横桥向振动及倒塌特点,就目前在拱式体系桥梁中引入防屈曲支撑代替横撑以形成耗能减震结构提出了建议及具体可行设计方式。