A PRELIMINARY STUDY ON THE METHOD OF SEISMIC INTENSITY ASSESSMENT BASED ON RESIDENTIAL BUILDING DATA AND HIGH RESOLUTION REMOTE SENSING IMAGES

After destructive earthquakes, the assessment result of seismic intensity is an important decision-making basis for emergency rescue, recovery and reconstruction. This job requires higher timeliness by government and society. Because remote sensing technology is not affected by the terrible traffic conditions on the ground after the earthquake, large-scale seismic damage information in the earthquake area can be collected in a short time by the remote sensing image. The remote sensing technique plays a more and more important role in rapid acquisition of seismic damage information, emergency rescue decision-making, seismic intensity assessment and other work. On the basis of previous studies, this paper proposes a new method to assess seismic intensity by using remote sensing image, i.e. to interpret the building collapse rate of a residential quarter after an earthquake by high-resolution remote sensing images. If there already are detailed building data and building structure vulnerability matrix data of a residential area, we can calculate the building collapse rate under any intensity values in this residential area by using the theory of earthquake damage prediction. Assuming that the building collapse rate interpreted by remote sensing is equal to the building collapse rate predicted by using the existing data, it will be easy to calculate the actual seismic intensity of the residential area in this earthquake event. Based on this idea, according to the relevant standard specifications issued by China Earthquake Administration, this paper puts forward some functional models, such as the calculation model of building collapse rate based on remote sensing, the data matrix model of residential building structure, the prediction function matrix model of residential building collapse rate and the prediction model of residential building collapse rate. A formula for calculating seismic intensity by using remote sensing interpretation of collapse rate is also proposed. To test and verify the proposed method, this paper takes two neighboring blocks of Jiegu Town after the Yushu M7.1 earthquake in Qinghai Province as an example. The building structure matrix of the study block was constructed by using pre-earthquake 0.6m resolution satellite remote sensing image(QuickBird, acquired on November 6, 2004), post-earthquake 0.2m aerial remote sensing image(acquired by National Bureau of Surveying and Mapping, April 15, 2010) and some field investigation data. The building collapse rate in the two blocks was calculated by using the interpretation results of seismic damage from the Remote Sensing Technology Coordinating Group of China Seismological Bureau. The seismic damage matrix of building structures in Yushu area is constructed by using the abundant scientific data of the scientific investigation team of the project “Comprehensive Scientific Investigation of the Yushu M7.1 Earthquake in Qinghai Province” of China Seismological Bureau. On this basis, the collapse rate prediction function of different structures in Yushu area is constructed. According to the prediction function of collapse rate and the building structure matrix of the two blocks, the building collapse rate under different intensity values is predicted, and the curve of intensity-collapse rate function is drawn. By comparing the building collapse rate interpreted by remote sensing and the intensity-collapse rate function curve of this two blocks, the seismic intensity of both blocks are calculated to be the same value: Ⅸ degree, which is consistent with the results of the field scientific investigation of the earthquake. The validation shows that the method proposed in this paper can effectively avoid the influence caused by the difference of seismic performance of buildings and accurately evaluate seismic intensity when using remote sensing technique. The method has certain application value for earthquake emergency work.     

黑龙江省水稻生育阶段极端降水事件时空特征

利用百分位相对指数法,基于1971-2016年历史长序列的日降水资料,分析研究黑龙江省水稻生长季极端降水事件的阈值、频数和强度的时空特征。结果表明:黑龙江省极端降水事件阈值的高值区主要位于松嫩平原中南大部;极端降水事件主要集中于水稻生长季的5-9月,尤其是在水稻生殖生长的关键阶段,发生了大部分的极端降水事件;46年中,水稻种植区极端降水事件频数在18～72 d,极端降水事件频数总体呈经向分布特征,自东向西逐渐减少。7月下旬为中西部地区极端降水事件发生的高频时段,东部地区极端降水事件发生的高频时间段为5和9月,6月为极端降水事件发生的低频时段。近6年为极端降水事件频数最高、强度最大的一段时期,20世纪70年代则反之;极端降水事件频数和强度存在高度的相关性;在有雨量观测的小区域内,洪涝灾害事件基本可以被极端降水事件捕捉到,同时极端降水事件对洪涝灾害的指示性也较高。     

多套大气再分析资料的南亚高压强度变化特征及其与海表温度异常关系的比较分析

以往的研究中多采用NCE/NCAR再分析资料来讨论南亚高压的变化特征及其与海表温度的关系,鉴于其分析结果具有一定的片面性,本文采用ERA40、ERA—Interim、NCEWNCAR、NCEP—DOE和JRA．25五套再分析资料,以及应用全球、热带印度洋和热带大西洋1978--2008年逐月观测海表温度分别驱动NCARCAM5．1全球大气环流模式的数值模拟结果,比较了它们的夏季南亚高压强度变化特征及其与海表温度的关系。再分析资料问的比较结果表明,NCEWNCAR、NCEP—DOE两套再分析资料与ERA40、ERA—Interim、JRA-25三套再分析资料的南亚高压强度变化在20世纪70年代末至90年代初存在非常明显的差异,前两套再分析资料揭示的该时段南亚高压强度显著偏高,可能是不真实的,进而导致南亚高压强度与海表温度异常的关系与后三套再分析资料的结果差异明显。ERA40、ERA—Interim和JRA-25三套再分析资料和数值试验结果均表明,20世纪70年代末以后,夏季南亚高压强度异常与前期冬季、春季及同期夏季的热带印度洋海表温度异常关系持续密切,表明热带印度洋是影响夏季南亚高压强度变化的关键海区。当热带印度洋偏暖时,热带地区对流层温度增暖,南亚高压强度增强、面积增大、南扩、东伸西展,反之亦然。     

Western North Pacific Tropical Cyclone Intensity Guidance Evaluations Using an Alternative Verification Technique

In this study, six intensity forecast guidance techniques from the East China Regional Meteorological Center are verified for the 2008 and 2009 typhoon seasons through an alternative forecast verification technique. This technique is used to verify intensity forecasts if those forecasts call for a typhoon to dissipate or if the real typhoon dissipates. Using a contingency table, skill scores, chance, and probabilities are computed. It is shown that the skill of the six tropical cyclone intensity guidance techniques was highest for the 12-h forecasts, while the lowest skill of all the six models did not occur in 72-h forecasting. For both the 2008 and 2009 seasons, the average probabilities of the forecast intensity having a small error (6 m s-1) tended to decrease steadily. Some of the intensity forecasts had small skill scores, but the associated probabilities of the forecast intensity errors > 15 m s-1 were not the highest.     

台风蒲公英两次登陆过程的强度变化分析

主要通过台风蒲公英来研究台风登陆时的强度变化问题。首先利用雷达回波资料分析了台风蒲公英在台湾和浙江两次登陆过程的结构变化,发现第一次登陆后,结构明显变得松散,第二次登陆后,气旋的结构反而变得更有组织性、更紧密。并用浙江省地面自动气象站资料来分析雨带分布、地面涡度分布的变化情况,进一步证实“蒲公英”在浙江登陆后强度确实有所加强。最后用NCEPT再分析资料对比分析了“蒲公英”在两次登陆时的水汽和斜压能量等条件,发现第二次登陆时环境条件明显要好。因此认为台风蒲公英在浙江登陆后强度维持的原因主要是水汽的输送,北面冷空气的入侵等。     

山地露天矿自然通风风流与湍流结构的数值模拟

利用建立的三维非力能量闭合的大气边界层数值模式，研究了中性层结条件下某露天矿自然通风的风流和湍流结构特征及影响因子。研究表明：坑内水平风场在坑底或采壁处受地形的影响很大，在矿采深与开口宽度比较小或者来流风速随高度的切变不大时，坑内气流为平直型，有利于通风；反之坑内则形成环流，且在环流范围内较大的湍能，不利于通风，易产生高浓度的污染物。本模式模拟的结果还与风洞模拟和高阶闭合模式模拟的结果作了检验比较     

承德市地质灾害气象预报方法初探

分析承德市1954~2003年地质灾害资料及对应的降水资料,初步揭示了承德市地质灾害发生规律,找出了地质灾害发生与降水的关系。结果表明:局地强降水是诱发地质灾害的主要因素。由于不同地区具有不同的地质结构,根据地质灾害的区划、当日降水强度以及前期降水情况划分了承德市发生地质灾害的3种降水类型:前期饱和型、未来触发型和降水集中型,并确定了3种有利于地质灾害发生的大气环流形势及影响系统,为做好地质灾害气象等级预报预警打下了基础,据此建立的地质灾害气象等级预报预警系统于2005年投入业务使用,应用效果显著。     

华北地区壳内磁性构造与地震的探讨

通过带通滤波技术对华北地区航磁异常进行处理,分离出深、浅部磁性层异常, 然后运用视磁化强度反演方法和程序,对组成上下磁性层的构造块体进行了圈定, 并结合人工地壳测深及深部流体研究进行了讨论,认为地震是构造块体相互作用、应力积累、能量释放的结果,深部流体为多层次滑脱构造的生成及地震能的积累提供了可能。     

EFFECTS OF EXISTENCE OF SEDIMENT PARTICLES ON THE ENERGY LOSS OF FLOW

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