1999年与2003年我国北方地区夏季气温异常原因初探   总被引：2，自引：0，他引：2       下载免费PDF全文

王作东  杨青  宫焕盛  孙莹  卢秉红 《气象与环境学报》2006,22(5):6-9

分析了1999年与2003年我国北方地区夏季气温的变化特点和同期大气环流主要特征。结果表明:中国夏季气温变化有明显的年代际特征,这一特征与亚洲上空大气环流的年代际变化紧密相关,表明我国北方地区夏季气温异常一个很重要的原因或许是缘于气候年代际变化。2003年夏季中高纬环流形势呈两槽两脊的配置,与近十几年气候态分布刚好相反,因而从气候年代际变化的特征来看,2003年为预示年代际气候转型的征兆。  相似文献   

湖南仁里稀有金属矿床岩相学和矿物学特征及其地质意义——以5号脉ZK708号钻孔为例     

周芳春  李鹏  刘翔  李广  黄志飚  李建康  成永生  苏俊男  张立平  陈虎  黄小强  雒小荣  桂云  文春华 《矿床地质》2021,40(4):753-775

仁里矿床是中国近年新发现的超大型花岗伟晶岩型稀有金属矿床,文章针对其稀有金属矿化富集规律、成岩成矿演化特征及找矿标志等问题,以5号主矿脉钻孔ZK708全孔岩芯及岩体内、外伟晶岩为研究对象,采用了电子探针、能谱仪分析和全岩地球化学分析等方法,开展了伟晶岩岩相学、矿物学及地球化学等方面的研究工作.研究结果表明:①仁里矿床伟...  相似文献   

川中地区中二叠统栖霞组滩控岩溶型白云岩储层特征及主控因素   总被引：1，自引：1，他引：0  

芦飞凡  谭秀成  王利超  唐青松  肖笛  董少峰  苏成鹏  潘政屹 《沉积学报》2021,39(2):456-469

四川盆地中部地区栖霞组的白云岩是该区主要储层,储层成因的主流观点是热液白云岩化.目前勘探实践发现,优质储渗体形成与早期相控岩溶作用有关.通过取芯及测录井资料进行了详细分析,研究结果表明,该类白云岩储层主要位于栖霞组中上部颗粒滩发育的地层中,按其宏微观产出状态可分为溶斑状云岩、溶洞充填云岩、针孔状基质云岩和致密基质云岩....  相似文献   

2023年秋季我国气候异常特征及成因分析     

赵玉衡  王悦颖  陈丽娟  龚振淞 《气象》2024,50(4):499-513

利用NCEP/NCAR再分析数据集和中国2400个站的气候观测数据,对2023年秋季我国气候异常特征及其成因进行分析。2023年秋季全国平均气温为1961年以来历史同期最高;全国平均降水量接近常年同期,但空间分布不均且季节内变化明显。秋季欧亚中高纬环流呈“两槽一脊”型,造成我国气温显著偏高;9月呈“两脊一槽”型,巴尔喀什湖低槽活动导致西北地区降水增多;10月呈“两槽一脊”型,导致北方地区偏暖加强;11月呈“西高东低”型,东路冷空气增强,东北地区气温偏低、降水偏多。西太平洋副热带高压总体较常年偏强、偏西,脊线9月异常偏北、10月偏南、11月接近常年。印缅槽9月显著偏强,10—11月接近常年。9月印缅槽偏强与副热带高压异常偏北共同导致了长江中下游以北至黄河下游地区多雨;10—11月东部地区水汽条件整体偏差。9—10月近海台风频繁活动,造成华南地区降水偏多。2023年秋季我国气候受到大气季节内变化的显著作用,热带海温异常的影响不典型。  相似文献   

辽宁省霾天气季节变化特征及其主导因子分析     

崔妍  赵春雨 《气象》2024,50(1):84-94

利用辽宁省51个地面气象观测站的能见度、均一化相对湿度和天气现象资料,采用最优距离法和固定比例法对能见度资料进行一致性处理,重建了1961—2020年的辽宁省逐日霾资料,并利用该资料对辽宁省年和四季霾日时空变化特征和主导因子进行分析。结果表明,1961—2020年辽宁省平均年霾日呈显著增加趋势[2.1 d·(10 a)^-1],但2015年以来霾日显著减少;空间上,年和四季霾日呈现一致的分布特征,均存在1个高值中心(沈阳)和2个副高值中心(北票和锦州),年平均霾日分别为139、52、46 d,辽东和辽西山区为霾日低发区,年平均霾日在20 d以内。风向和风速是霾日形成的重要气象因子,西南偏南风增加带来的暖湿气流对春季、夏季和秋季霾日的形成贡献较大,北风的减少则对冬季霾日的形成贡献较大。霾发生时辽宁省春季、夏季和秋季发生西南偏南风的频率分别由11.4%、12.1%和8.0%增加至15.8%、19.8%和13.5%,冬季则表现为北风发生频率的减少和静风发生频率的增加;霾发生时四季风速均较平均状况偏小,说明小风有利于霾的形成。辽宁省霾长期演变受到污染物排放、风力因子和环境政...  相似文献   

Hydrodynamic characteristics and sediment transport of a tidal river under influence of wading engineering groups     

陈珺  唐洪武  肖洋  嵇敏 《中国海洋工程》2013,27(6):829-842

By taking the Yong River for example in this paper, based on the multiple measured data during 1957 to 2009, the change process of runoff, tide feature, tidal wave, tidal influx and sediment transport are analyzed. Then a mathematical model is used to reveal the influence mechanism on hydrodynamic characteristics and sediment transport of the wading engineering groups such as a tide gate, a breakwater, reservoirs, bridges and wharves, which were built in different periods. The results showed the hydrodynamic characteristics and sediment transport of the Yong River changed obviously due to the wading engineering groups. The tide gate induced deformation of the tidal wave, obvious reduction of the tidal influx and weakness of the tidal dynamic, decrease of the sediment yield of flood and ebb tide and channel deposition. The breakwater blocked estuarine entrances, resulting in the change of the tidal current and the reduction of the tidal influx in the estuarine area. The large-scale reservoirs gradually made the decrease of the Yong River runoff. The bridge and wharf groups took up cross-section areas, the cumulative affection of which caused the increase of tidal level in the tidal river.  相似文献   

Gas generation and expulsion characteristics of Middle–Upper Triassic source rocks,eastern Kuqa Depression,Tarim Basin,China: implications for shale gas resource potential     

P. Wang  X. Chen  J. Li  H. Yang  F. Jiang 《Australian Journal of Earth Sciences》2013,60(7):1001-1013

Frontier exploration in the Kuqa Depression, western China, has identified the continuous tight-sand gas accumulation in the Lower Cretaceous and Lower Jurassic as a major unconventional gas pool. However, assessment of the shale gas resource in the Kuqa Depression is new. The shale succession in the Middle–Upper Triassic comprises the Taliqike Formation (T₃t), the Huangshanjie Formation (T₃h) and the middle–upper Karamay Formation (T_2–3k), with an average accumulated thickness of 260 m. The high-quality shale is dominated by type III kerogen with high maturity and an average original total organic carbon (TOC) of about 2.68 wt%. An improved hydrocarbon generation and expulsion model was applied to this self-contained source–reservoir system to reveal the gas generation and expulsion (intensity, efficiency and volume) characteristics of Middle–Upper Triassic source rocks. The maximum volume of shale gas in the source rocks was obtained by determining the difference between generation and expulsion volumes. The results indicate that source rocks reached the hydrocarbon expulsion threshold of 1.1% VR and the hydrocarbon generation and expulsion reached their peak at 1.0% VR and 1.28% VR, with the maximum rate of 56 mg HC/0.1% TOC and 62.8 mg HC/0.1% TOC, respectively. The volumes of gas generation and expulsion from Middle–Upper Triassic source rocks were 12.02 × 10¹² m³ and 5.98 × 10¹² m³, respectively, with the residual volume of 6.04 × 10¹² m³, giving an average gas expulsion efficiency of 44.38% and retention efficiency of 55.62%. Based on the gas generation and expulsion characteristics, the predicted shale gas potential volume is 6.04 × 10¹² m³, indicating a significant shale gas resource in the Middle–Upper Triassic in the eastern Kuqa Depression.  相似文献   

Multivariate analysis of flood characteristics in a climate change context of the watershed of the Baskatong reservoir,Province of Québec,Canada     

M.‐A. Ben Aissia  F. Chebana  T. B. M. J. Ouarda  L. Roy  G. Desrochers  I. Chartier  É. Robichaud 《水文研究》2012,26(1):130-142

The analysis of the impact of climate change (CC) on flood peaks has been the subject of several studies. However, a flood is characterized not only by its peak, but also by other characteristics such as its volume and duration. Little effort has been directed towards the study of the impact of CC on these characteristics. The aim of the present study is to evaluate and compare flood characteristics in a CC context, in the watershed of the Baskatong reservoir (Province of Québec, Canada). Comparisons are based on observed flow data and simulated flow series obtained from hydrological models using meteorological data from a regional climate model for a reference period (1971–2000) and a future period (2041–2070). To this end, two hydrological models HSAMI and HYDROTEL are considered. Correlations, stationarity, change‐points, and the multivariate behaviour of flood series were studied. The results show that, at various levels, all flood characteristics could be affected by CC. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

宽窄相间河道水流紊动特性试验研究   总被引：3，自引：0，他引：3       下载免费PDF全文

王文娥  廖伟  漆力健 《水科学进展》1990,31(3):394-403

为了探索宽窄相间河道的水流紊动特性，以西南地区宝兴河上游宽窄相间河段为研究对象，基于室内概化模型试验，采用多普勒声学流速仪（ADV）测量了室内模型典型断面上的三维瞬时流速，分析典型断面上的纵向时均流速、紊动强度、雷诺切应力和紊动能的分布规律。试验结果显示：宽窄相间水槽中，扩散段边壁的紊动强度大于中心区域的紊动强度，最大值位于0.2倍水深处；扩散段两侧坡脚处紊动能最大；侧壁区的平面和立面雷诺切应力最大值出现在扩散段内，中心区域最大雷诺切应力位于两槽间的中间断面处；扩散段内水流紊乱，两侧出现旋涡和涡脱，易造成侧壁侵蚀加强，引起河道拓宽。深入分析了宽窄相间河道水流的紊动特性，可为山区河流治理和自然灾害防治提供参考。  相似文献   

三峡水库汛期控制水位及运用条件   总被引：2，自引：2，他引：2       下载免费PDF全文

王俊  郭生练 《水科学进展》1990,31(4):473-480

随着长江上游梯级水库的陆续建成投运，三峡水库的水文情势和功能需求与设计条件相比发生了显著变化，仍维持固定的汛限水位运行已不能适应新形势需求。本文通过辨析三峡水库设计阶段汛限水位的设置条件，挖掘流域洪水特性和洪水遭遇规律，论证三峡水库汛期运行水位动态控制的可行性。结果表明：① 三峡水库设计推求的汛限水位145 m的适用条件是应对流域性大洪水，而流域性洪水发生概率小且特征明显，可以通过水文水情分析提前预判。② 根据流域洪水类型、洪水分期和遭遇规律，预判发生区域性大洪水时，三峡水库6月初至梅雨期结束汛限水位按145 m设置，从梅雨期结束后逐渐提高水位，8月20日后过渡到155 m。③ 在考虑上游水库群联合调度和气象水文预报的配合下，正常年份三峡水库汛期运行水位可在155 m上下浮动，并考虑提前蓄水。④ 三峡水库汛期运行水位动态控制，不会增加防洪风险和库区淤积风险，对中下游江湖关系和水文情势有利，可显著提高发电、航运、生态保护和供水等综合利用效益。  相似文献