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1.
周伟  李祥妹 《山地学报》2003,21(Z1):108-112
建设全面小康社会是我国本世纪头20年的核心内容,目前已经有越来越多的人加入到这一研究领域中,该领域的规划研究工作正在逐渐加强。本文以西藏贡嘎县沃拉村为例,介绍了目标规划及交互方法小康示范村规划中的实践,讨论了规划的过程、建模方法及模型的精度等问题,认为在研究人员的指导下,由村民学习并建模的方法是今后小康村规划的发展方向。  相似文献   
2.
ChinaisoneOfthecountrieswhichsufferfromthemostserioussoilerosionintheworld,andthehillyandgullyareasof~PlateauinthemiddlereachesOftheYellowRiverarethemostseriouserosionareainChina.Inthisarea,themainerosivefactorsarerainfallandrunoff.Sometimes,thesedimentyieldinasinglefloodeventcanbe40%oftheannualsedimentload.Therefore,itisveryimPOrtanttostudytheyieldandgraphOfSedimentOfsinglefindevent.Forthispn~,thispaperiswritten.AInongsedimentmodelsforsinglefloodevent,moreandmoreattentionwaspaidtOunitse…  相似文献   
3.
利用全国2287个气象观测站1961—2016年逐日降水资料,基于对暴雨区进行连续追踪的思路,采用暴雨相邻站点数和暴雨区中心距离确定了中国区域性暴雨过程的客观识别方法;根据区域性暴雨过程的平均强度、持续时间和平均范围构建了区域性暴雨过程的综合强度评估模型。利用该客观方法对1961—2016年中国的区域性暴雨过程进行识别,并分析其气候和气候变化特征。结果显示:我国区域性暴雨过程年均38.5次;区域性暴雨过程一年各月均可出现,但主要出现在4—9月,其中7、8月发生最为频繁,6月区域性暴雨过程持续时间长、范围广、综合强度强,这与长江中下游地区梅雨现象有关。一年中,区域性暴雨过程首次出现日期平均为3月6日,末次出现日期平均为11月14日;1961—2016年,我国年区域性暴雨过程首次出现日期呈明显提前、末次日期呈显著推后、暴雨期呈显著延长的变化趋势;年发生总频次呈微弱增多,较强区域性暴雨过程次数呈明显增加趋势;区域性暴雨过程的覆盖范围和综合强度均呈显著增大趋势。南方型区域暴雨过程变化趋势与全国的基本一致;北方型首次日期呈提前、末次日期呈推后趋势,发生频次有微弱减少趋势,覆盖范围、持续时间、综合强度均无明显变化趋势。  相似文献   
4.
刘刚  徐士琦  廉毅 《气象学报》2019,77(2):303-314
基于阻塞高压(阻高)客观识别方法,利用1979-2016年夏季(6-8月)NCEP-Ⅰ、NCEP-Ⅱ逐日再分析资料和ERA-interim逐6 h再分析资料对识别结果进行对比分析;并以D类(130°-160°E)阻高为例,讨论其对6月中国东北地区气候的可能影响。结果表明:NCEP-Ⅰ和NCEP-Ⅱ再分析资料对阻高活动天数、发生频次及年代际变化的识别结果差异较小,而ERA-interim与前两种资料的结果差别较大。3种再分析资料下,夏季各类阻高活动天数均与500 hPa高度场存在相应的显著相关区,且形态相近。但前两种资料对于各类阻高的表征结果较为一致,而ERA-interim再分析资料对各类阻高面积和范围的表征偏小。6月D类阻高活动日数与东北地区气温和降水关系密切,D类阻高活跃年,大气环流以经向型为主,东北地区低层低温、暖平流,高层高温、冷平流的结构指示大气层结不稳定,且东北上空为异常低压环流控制,上升气流较强,有利于6月东北地区出现低温多雨天气。鄂霍次克海地区是6月罗斯贝波的重要来源地之一,而6月D类阻高的形成可能与海-陆温差有关。   相似文献   
5.
本文基于线性规划的数学模型,利用岩(矿)石化学分析资料,佐以矿物相的鉴定结果,能准确计算出岩(矿)石中真实矿物组成。在没有矿物化学成分分析数据的情况下,通过迭代、逼进,能同时给出岩矿石的真实矿物组成及矿物化学成分的逼近值,若进一步结合矿物晶体化学原理进行修正,可得出更为准确的结果。线性规划的数学模型还能应用于矿物端员组成的计算,天然及人工系统的物理化学平衡、岩石学混合计算等各个方面。  相似文献   
6.
文章主要对当今国内外地面沉降模型研究进展进行了简要的回顾和总结。针对上海地面沉降现象,就准三维水流-一维耦俣沉降模型中存在的科学问题进行了阐述,并就模型的下一步研究提出了科学的目标。  相似文献   
7.
This paper is devoted to the testing experiment of a postprocessing tool aimed at the objective analysis of propagating gust fronts in a given convective environment. The tool is being developed to be applicable in the operational mode by utilizing NWP model outputs. The experiment was carried out on two summer convective cases which occurred in the Czech Republic. The cases were numerically simulated by the limited area NWP model LM COSMO with the horizontal resolution of 2.8 km. They represent different types of convective systems, both accompanied by objectively identifiable gust fronts and causing heavy precipitation. The event from July 2000 was characterised by the development of isolated thunderstorms. The other event from July 1998 was a long-lasting and organised convective system — a squall line. The hypothesis was that the developed postprocessing tool is capable to evaluate the role which downdraft outflows played in the decay and initiation of convective cells by interaction with convective environment and thus in prolongation of convection lifetime.The procedures of the Objective Analysis of Gust Fronts (OAGF) were applied to the thermodynamic outputs of the LM COSMO. The aim was to determine the position of gust fronts within the domain and to assess their speed of movement and the potential to initiate convection according to the properties of ambient vertical shear and stability as well as humidity conditions ahead of the respective downdraft outflows. In addition, the Radar Simulation Model (RSM) was employed to monitor the simulated convective systems in arbitrary PPI and RHI scans and to verify qualitatively the LM COSMO precipitation forecasts.The case studies has confirmed the applicability of the LM COSMO–OAGF chain and RSM, which may represent the potential for improving the operational nowcasting of hazardous convection phenomena. In both simulations, the objective gust fronts moved on into the vertical shear-favourable environment for triggering new convection. In addition to the dynamical organisation, there were also favourable stability and humidity conditions in the area of forced upward motions in the simulation of the event from July 2000.  相似文献   
8.
In variational problem, the selection of functional weighting factors (FWF) is one of the key points for discussing many relevant studies. To overcome arbitrariness and subjectivity of the empirical selecting methods used widely at present, this paper tries to put forward in optimal objective selecting method of FWF. The focus of the study is on the weighting factors optimal selection in the variation retrieval single-Doppler radar wind field with the simple adjoint models. Weighting factors in the meaning of minimal variance are calculated out with the matrix theory and the finite difference method of partial differential equation. Experiments show that the result is more objective comparing with the factors obtained with the empirical method.  相似文献   
9.
四种客观定量表征阻塞高压方法的对比分析   总被引:2,自引:0,他引:2       下载免费PDF全文
金荣花  李艳  王式功 《高原气象》2009,28(5):1121-1128
已有的阻塞高压客观定量化表征方法可归纳为距平方法、 T&M方法、 动力学方法和环流型方法四种。以2008年1月1日~2月2日中国持续性低温雨雪冰冻灾害期间的阻塞高压事件为例, 利用NCEP/NCAR逐日再分析等压面资料, 检验对比了上述四种方法的优点与缺点。结果表明, 每种方法都有其优点和局限性, 表明仅以某种标准或公式的客观方法实现对多种形态的阻塞高压的精确识别是极其困难的。同时还指出, 研究者和业务技术人员在了解各种阻塞高压客观表征方法的优、 缺点基础上, 针对具体需求选取适合的方法, 也可以结合实际情况予以改进, 都将可能获得更好的应用效果。  相似文献   
10.
At present, most calculation results regarding foundation pit dewatering are ideal values, making construction resources prone to being wasted. In order to optimize the traditional pipe well design of large wells, the linear programming solution module in Excel is used, with the total water inflow taken as the objective function, the water level drawdown used as the constraint and test condition, and a station project on the Chengdu Metro Line 7 serving as the subject of this study. The total water inflow of the traditional pipe well design is optimized by the simplex method, producing a total water inflow of 4 040.65 m~3/d, which, compared with 4 829.79 m~3/d, the total water inflow calculated by means of the traditional design optimization method, engenders a reduction of roughly 16% per day. The feasibility of the optimization methodology is verified by the drawdown constraint, which reveals the decrease of construction costs and the diminution of the influence that the lowered groundwater level has on the surroundings of the metro station. Finally, references are provided as to optimizing the dewatering designs for other metro stations in similar engineering and hydrogeological conditions.  相似文献   
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