包头中部地区冬春季地形云的特征浅析

地形云是人工催化增雨(雪)的主要选择之一。通过2004—2005年冬春季的人工增雨(雪)作业和雷达回波资料的统计分析,发现在市区及周边地区由于受特殊地形地貌的影响,地形云的特征明显。针对地形云,实施的人工增雨(雪)作业效果显著。加强对地形云的研究,对提高包头市人工增雨(雪)作业水平,将起到重要的指导作用。     

晋冀蒙交界地区中强地震前地震活动图像异常特征

对晋冀蒙交界地区1970年以来M_S≥5.5地震前的地震活动图像时空演化特征进行了梳理,结果表明,M_S≥5.5地震前地震活动图像,如地震空区、地震条带、地震活动显著增强、显著地震或震群等指标,均出现了异常。异常图像的空间演化基本上围绕主震震源区或在其附近发生,这些地震活动图像异常对未来主震的时、空、强预测具有一定的指示意义。异常图像的时间演化特征在不同震例前也具有高度的一致性,符合非均匀介质中坚固体孕震模式。显著地震或震群基本上是在地震空区、地震条带、地震活动显著增强等图像异常的后期出现,表明地震活动图象异常对主震的时间和地点预测有较好的指示意义。     

环境水中化学学需氧量的反向流动注射分析法研究

研究了Ｃｅ（ＳＯ４）２－Ｈ２ＳＯ４体系反向流动注射分析法测定环境水中化学需氧量的试验条件。在２．５－１６０．０ｍｇ／Ｌ线性范围内,采样率达２５／ｈ,Ｃｌ＾－的质量浓度至２５００ｍｇ／Ｌ无干扰。对６０ｍｇ／Ｌ的标准试样重复测定１１次,相对标准偏差为０．７９％,检出下限为２．５ｍｇ／Ｌ。该法便于实际工作中ＣＯＤ的连续监测,用于河水,池塘水分析,获得结果与经典的重铬酸钾法相对照,相关性良好。     

网箱养殖大黄鱼生长特性的研究

对宁德地区网箱养殖大黄鱼(Pseudosciaena crocea)生长特性进行了研究。测定了780尾大黄鱼25个月龄的各项生长数据,体长变幅为20.5~320.0 mm,体质量变动范围为0.281~555.5 g;生长指标显示,体长生长指标为0.208~2.123,体质量生长指标为0.529~47.579;肥满度波动范围为1.74%~2.37%;肝指数变动范围为0.92%~2.07%;鳔生长指数为1.08%~1.85%;雌鱼性腺成熟系数为0~10.04%,而雄鱼则为0~2.27%。以Keys氏公式W=aLb,拟合25月龄养殖大黄鱼的体长(L)与体质量(W)的关系式为:W=0.0195 L 2.9775(R2=0.9959),其中b≈3,即此生长阶段的网箱养殖大黄鱼生长均匀,为等速生长类型;体质量生长呈幂函数生长,其回归方程为:y=1.8617x1.8099(R2=0.9931)。体长Y(cm)与养殖时间X(月龄)的生长呈二次多项式关系,其回归方程为:y=?0.0259x2+1.7125x+4.1534(R2=0.989)。     

数据自动采集在煤层气生产中的应用——以沁水盆地柿庄南区块煤层气井为例

为了提高煤层气生产数据采集效率,笔者建立了数据自动采集系统.该系统可以自动识别、采集并处理不同格式、不同结构和不同类别的生产数据,形成具有统一结构的数据格式.系统可分别针对Word文件和Excel文件查找表格标题和分析表格结构,并利用整表识别或者关键字识别对单个单元格、连续多个单元格、单元格内的键值对和按行/列增长的数...     

基于数值模拟与含水层垂向应力反演的静乐井水位异常分析

利用数值模拟与含水层垂向应力反演的方法,对降雨与河流荷载作用下静乐井区应力进行定量计算,并从区域应力场与同一构造区其他前兆测项变化特征对2种方法计算结果进行分析。数值模拟结果显示,降雨与河流荷载的共同作用使静乐井所在区域产生的最大垂向位移约为0.7mm,最大垂向应力约为30hPa;同时段静乐井-含水层垂向应力反演结果显示静乐井-含水层最大垂向应力约为79hPa;数值模拟与静乐井-含水层垂向应力反演结果均表明,静乐井水位高值异常与同时段降雨量增多、河流荷载效应增强关系密切,但2种结果存在一定差异。通过可反映井区应力场变化特征的山西地震带3级地震缺震和b值、穿过静乐井的GPS基线、地震矩释放、同一构造单元同时段其他前兆测项与静乐井水位高值异常对比等分析结果可知,2017年静乐井水位高值异常期间井区应力场存在显著异常,推测静乐井水位高值异常除受降雨与河流荷载作用的影响外,也可能受构造活动增强的影响。     

Structural analysis and interpretation of the surface deformation associated with the Ning’er,Yunnan Province,China <Emphasis Type="Italic">M</Emphasis><Subscript>S</Subscript>6.4 earthquake of June 3, 2007

The seismogenic fault and the dynamic mechanism of the Ning’er, Yunnan Province M_S6.4 earthquake of June 3, 2007 are studied on the basis of the observation data of the surface fissures, sand blow and water eruption, landslide and collapse associated with the earthquake, incorporating with the data of geologic structures, focal mechanism solutions and aftershock distribution for the earthquake area. The observation of the surface fissures reveals that the Banhai segment of the NW-trending Ning’er fault is dominated by right-lateral strike-slip, while the NNE-trending fault is dominated by left-lateral strike-slip. The seismo-geologic hazards are concentrated mainly within a 330°-extending zone of 13.5 km in length and 4 km in width. The major axis of the isoseismal is also oriented in 330° direction, and the major axis of the seismic intensity VIII area is 13.5 km long. The focal mechanism solutions indicate that the NW-trending nodal plane of the Ning’er M_S6.4 earthquake is dominated by right-lateral slip, while the NE-trending nodal plane is dominated by left-lateral slip. The preferred distribution orientation of the aftershocks of M_S≥2 is 330°, and the focal depths are within the range of 3～12 km, predominantly within 3～10 km. The distribution of the aftershocks is consistent with the distribution zone of the seismo-geologic hazards. All the above-mentioned data indicate that the Banhai segment of the Ning’er fault is the seismogenic fault of this earthquake. Moreover, the driving force of the Ning’er earthquake is discussed in the light of the active block theory. It is believed that the northward pushing of the Indian plate has caused the eastward slipping of the Qinghai-Tibetan Plateau, which has been transformed into the southeastern-southernward squeezing of the southwest Yunnan region. As a result, the NW-trending faults in the vicinity of the Ning’er area are dominated by right-lateral strike-slip, while the NE-trending faults are dominated by left-lateral strike-slip. This tectonic framework might be the main cause of the frequent occurrence of M_S6.0～6.9 earthquakes in the area.     

单桩与群桩基础动力时程响应差异振动台试验

为探明强震作用下大直径深长单桩与群桩基础的动力时程响应差异,依托海文大桥实体工程,通过大型振动台试验,开展了4种不同类型地震波作用下单桩及群桩基础的桩顶加速度、桩顶相对位移、桩身弯矩时程响应变化规律及其差异性研究。研究结果表明：由于群桩效应的存在,桩顶加速度时程响应呈现双面性,群桩基础桩顶加速度峰值大于单桩基础,但峰值出现时刻滞后于单桩0.29～1.06 s;群桩基础的桩顶相对位移最大值显著小于单桩基础,且出现时刻明显滞后,Kobe波作用时滞后高达3.82 s;群桩基础的桩身弯矩最大值小于单桩基础7.54%～9.22%,且单桩基础受地震波影响较大,弯矩时程响应振幅明显大于群桩基础。桩基础抗震设计时,可充分发挥群桩基础动力时程响应滞后性特点,合理设计并选择最优桩型。