福建永安小陶镇主要地质环境研究

根据永安市小陶镇规划区地层、地质构造、地震、水文地质和工程地质条件,分析了规划区滑坡、崩塌、岩溶塌陷和塌岸等地质灾害及环境地质问题,为制定城镇可持续发展规划提供依据。     

基于NCEP FNL资料的山西岢岚地区雨雪天气诊断可信度分析

基于山西岢岚地区2005—2014年共1218个雨雪天气日的NCEP FNL资料(1°×1°)与探空资料,采用偏差、绝对差、相关系数和偏差区间占有率的统计方法,对常规物理量(温度、相对湿度、纬向风和经向风)和诊断物理量(T_800-500、T_d800和TT_d700)进行统计分析。结果表明:常规物理量中的温度平均偏差值和绝对差值最小、相关系数值最大,分别为-0. 22℃、1. 02℃、0. 90,可信度最高;而相对湿度的平均偏差值和绝对差值最大、相关系数值最小,分别为12. 31%、19. 68%和0. 63,可信度最低;纬向风和经向风的可信度相差不大,略低于温度;诊断物理量T_800-500、T_d800和TT_d700的偏差值分别为-0. 08℃、1. 50℃和2. 79℃,绝对差值分别为1. 21℃、3. 33℃和4. 14℃,相关系数值分别为0. 95、0. 92和0. 74,偏差值为[-5,5]占总数百分比分别为98. 77%、80. 30%和75. 04%。即T_800-500可信度最高,TT_d700指数可信度最低。     

Tests and applications of an approach to absorbing reflected waves towards incident boundary

If the upstream boundary conditions are prescribed based on the incident wave only, the time-dependent numerical models cannot effectively simulate the wave field when the physical or spurious reflected waves become significant. This paper describes carefully an approach to specifying the incident wave boundary conditions combined with a set sponge layer to absorb the reflected waves towards the incident boundary. Incorporated into a time-dependent numerical model, whose governing equations are the Boussinesq-type ones, the effectiveness of the approach is studied in detail. The general boundary conditions, describing the down-wave boundary conditions are also generalized to the case of random waves. The numerical model is in detail examined. The test cases include both the normal one-dimensional incident regular or random waves and the two-dimensional oblique incident regular waves. The calculated results show that the present approach is effective on damping the reflected waves towards the incident wave boundary.     

吉林省辉南县腰岭子金矿地质特征及浅部资源储量预测

阐述了腰岭子金矿成矿区域地质背景、地质特征和矿区地质特征与成矿条件。总结了地质、物探、化探综合找矿成果。确定了金矿体主要赋存于韧性剪切带的硅化、黄铁矿化糜棱岩化斜长片麻岩中,由含金石英脉构成。同时对浅部资源储量进行了预测,估算出金矿体的远景资源/储量共计3.84 t。上述总结对本区找矿具有重要指导意义。     

基于变网格聚类的离群数据的研究

随着计算机技术的迅速发展,计算机在过程控制中起着越来越重要的作用,在集散控制系统中,上位机通过PCU(Process ControlUnit)传送来的数据进行分析处理而后对PCU实现参数整定、报警与管理。因此这一领域的数据挖掘方法研究具有十分重要的意义。文章将根据这一领域的特殊情况,提出一种基于变网格的聚类分析算法分析过程数据库中的离群数据,从而实现系统的预测报警功能。     

2013年河北中南部PM_(10)和PM_(2.5)浓度时间变化特征及其影响气象条件分析

对2013年河北省中南部的石家庄、保定、沧州、衡水、邢台和邯郸6个地市市区各站点逐小时PM10和PM2.5监测资料及相应气象资料分析结果表明:6个地市中邢台年污染日数最多,对应其年平均风速最小;沧州的最少,年平均风速最大。各地市各个级别污染日数不同,五、六级重污染天气均集中在10月—次年3月。首要污染物主要是PM10和PM2.5,但比例不尽相同。特殊的地理位置、污染源差异和气象条件的差异造成各地市污染日数、级别的差异。6个地市污染天气过程时段大都相同,区域性污染明显。各地市PM10和PM2.5浓度平均最大值均出现在冬季,PM10浓度平均最小值均出现在夏季,各市PM2.5浓度平均最小值出现的季节不同。6个地市PM10和PM2.5浓度值的月变化趋势相似。不同季节各地市PM10和PM2.5浓度日变化趋势不同,极值出现的时间也各不相同,极值出现的时间与气象条件和人类活动关系密切。秋、冬季各地市PM10和PM2.5浓度日较差多大于春、夏季的。各地市PM10和PM2.5浓度日均值与当地的日均气温、风速、能见度呈负相关关系,与相对湿度呈正相关关系且相关性比较显著。     

高产壳聚糖酶菌株的筛选和发酵产酶条件研究

为探讨专一性地降解甲壳质或壳聚糖的甲壳质酶或壳聚糖酶 ,从采集的土样中分离到 4株产壳聚糖酶能力较强的菌株 ,经摇瓶复筛 ,菌株YJ0 2产酶能力最强。对其发酵产酶条件的研究结果表明其产酶最适培养基组分为 (% ,w/v) :粉末壳聚糖 2 .0 ,葡萄糖 0 .1,NH4NO3 1.0 ,酵母提取物 0 .5 ,K2 HPO40 .0 7,KH2 PO40 .0 3 ,NaCl0 .5 ,MgSO4·7H2 O 0 .0 5 ,起始 pH 6.0。最适产酶培养条件是 :5 0 0mL三角烧瓶装瓶量为 15 0mL ,2 .0 % (v/v)接种量 ,3 0℃ ,15 0r/min培养 72h。在最适产酶培养条件下 ,72h时菌株YJ0 2发酵液中壳聚糖酶活力可达到 17.0 4U/mL。     

旋转风螺旋度在广西春季一次冰雹大风天气分析中的应用

利用旋转风螺旋度对 2 0 0 1年 4月发生在桂中地区的冰雹大风天气进行分析 ,结果表明 :低层旋转风螺旋度对冰雹大风等强对流天气有一定的指示意义 ,冰雹大风天气易产生于低层正旋转风螺旋度大值中心与中低层对流性不稳定能量储存区所包围的区域 ,其上空 5 0 0 h Pa以下旋转风螺旋度为正 ,40 0 h Pa以上为负     

探空观测黑名单检查在变分同化系统中的应用

针对探空观测资料使用造成的某些区域GRAPES分析场存在虚假的高、低压系统问题,该文通过对比全球探空资料的位势高度观测与NCEP分析场,统计站点中观测质量较差的时次出现频数,确定探空位势高度观测黑名单。研究表明:500 hPa在印度地区、北大西洋和南极洲附近的探空位势高度观测与NCEP分析场的均方根误差在30 gpm以上的站点较多,且位势高度观测不可靠观测比率为20%以上的站点主要集中这些区域,以上观测站均列入黑名单。文中在GRAPES全球三维变分分析场的质量控制中加入探空位势高度观测黑名单检查,通过6 h分析预报循环试验表明:探空位势高度观测黑名单检查能有效提高分析场质量,GRAPES位势高度分析场在南极洲附近和印度地区有所改善。     

Site effect on vulnerability of high-rise shear wall buildings under near and far field earthquakes

Worldwide experience repeatedly shows that damages in structures caused by earthquakes are highly dependent on site condition and epicentral distance. In this paper, a 21-storey shear wall-structure built in the 1960s in Hong Kong is selected as an example to investigate these two effects. Under various design earthquake intensities and for various site conditions, the fragility curves or damage probability matrix of such building is quantified in terms of the ductility factor, which is estimated from the ratio of storey yield shear to the inter-storey seismic shear. For high-rise buildings, a higher probability of damage is obtained for a softer site condition, and damage is more severe for far field earthquakes than for near field earthquakes. For earthquake intensity of VIII, the probability of complete collapse (P) increases from 1 to 24% for near field earthquakes and from 1 to 41% for far field earthquakes if the building is moved form a rock site to a site consisting a 80 m thick soft clay. For intensity IX, P increases from 6 to 69% for near field earthquake and from 14 to 79% for far field earthquake if the building is again moved form rock site to soft soil site. Therefore, site effect is very important and not to be neglected. Similar site and epicentral effects should also be expected for other types of high-rise structures.