广东2008年低温雨雪冰冻灾害及气象应急响应   总被引：16，自引：4，他引：12  

林良勋  吴乃庚  蔡安安  庄旭东 《气象》2009,35(5):26-34

2008年初我国南方遭受了百年一遇低温雨雪冰冻灾害,广东的受灾程度属80年一遇,造成了重大经济损失和严重社会影响.分析发现:灾害过程在近年来最严重的一次"拉尼娜"事件背景下发生的,与欧亚地区持续大气环流异常密切相关.在"北脊南槽"和西太平洋副高偏北偏强的形势下,冷暖气流在我国南方地区频繁交汇,使对流层中低层形成逆温层和局地经向环流产生异常,造成了此次持续低温雨雪冰冻过程.面对灾害引发的公共事件,广东省气象部门打破常规、准确预警,启动预案,通过媒体和"公共事件预警信息发布平台",及时传播权威的公共预警信息,为安定民心、稳定社会、减少灾害起到积极作用.灾后反思发现,山区冰灾的监测、灾害的评估、公共信息发布等的能力和规范均亟待加强.  相似文献   

江淮梅雨的时空变化特征   总被引：11，自引：1，他引：10  

毛文书  王谦谦  马慧  沈桂凤 《南京气象学院学报》2008,31(1):116-122

利用江淮地区37站1954--2001年48a梅雨特征量资料,采用谐波分析、EOF和最大熵谱分析等方法讨论了江淮梅雨的时空变化特征。结果表明：江淮梅雨时空分布不均,梅雨特征量存在显著的年际一年代际变化特征,梅雨特征量年代际变化之间存在明显的负相关或正相关关系;梅雨特征量存在显著不同的多时间尺度振荡周期和长期演变趋势且江淮地区雨季也呈不同的年际和年代际变化特征。  相似文献   

1956-2006年中国高温日数的变化趋势   总被引：3，自引：0，他引：3  

高荣  王凌  高歌 《气候变化研究进展》2008,4(3):177-181

 利用全国541个站的均一化日最高气温资料,分析了高温日数的时空变化特征及其对全球变暖的响应。结果表明：1956-2006年我国高温日数有两个高值中心,分别出现在吐鲁番盆地和江南地区。高温日数呈现"增加－减少－增加"的趋势;新疆的高温日数有准3 a的周期变化,中国东部4个地区的高温日数都存在3～6 a的周期变化。中东部地区高温日数由减少转变为增加趋势的时间并不一致,随着纬度的增加而逐渐延迟。  相似文献   

Factors affecting site response to multi-directional earthquake loading     

J. Yang  X.R. Yan 《Engineering Geology》2009,107(3-4):77-87

This paper presents an investigation into various factors that may affect the ground response to multi-directional earthquake loading, focusing mainly on the behavior of vertical ground motion and its relation with the horizontal counterpart. The factors investigated herein include the intensity of input motion and the associated soil nonlinearity, the location of input motion (rock outcrop versus bedrock), the variation of water table, and the damping property of soil. Influence of these factors is studied on the characteristics of site amplification in both vertical and horizontal directions, the response spectra of vertical and horizontal ground surface motions, the spectral ratio between the two components (V/H) at the ground surface, and the distributions of stresses and strains in the ground. One of the main results is that varying water table can bring about a significant impact on vertical motion and the relationship between vertical and horizontal motions. The surface response spectral ratio (V/H) can largely exceed the rule-of-thumb value of 2/3 at low periods with lowering the water table, but does not appear to be substantially affected at long periods.  相似文献   

Pile foundation analysis and design using experimental data and 3-D numerical analysis   总被引：1，自引：0，他引：1  

Emilios M. Comodromos  Mello C. Papadopoulou  Ioannis K. Rentzeperis 《Computers and Geotechnics》2009

Capacity based design of pile foundations limits the soil-structure interaction mechanism to group bearing capacity estimation, neglecting, in most cases, the contribution of the raft. On the other hand, a straightforward, nonlinear, 3-D analysis, accounting for soil and structural nonlinearities and the effects arising from pile–soil–pile interaction, would be extremely high CPU-time demanding and will necessitate the use of exceptionally powerful numerical tools. With the aim of investigating the most efficient, precise, and economical design for a bridge foundation, a hybrid method, compatible with the notion of sub-structuring is proposed. It is based on both experimental data and nonlinear 3-D analysis. The first step to achieve these targets is a back-analysis of a static pile load test, fitting values for soil shear strength, deformation modulus, and shear strength mobilization at the soil–pile interface. Subsequently, the response of 2 × 2 and 3 × 3 pile group configurations is numerically established and the distribution of the applied load to the raft and the characteristic piles is discussed. Finally, a design strategy for an optimized design of pile raft foundations subjected to non-uniform vertical loading is proposed.  相似文献   

Ab initio quantum mechanical study of γ-AlOOH boehmite: structure and vibrational spectrum     

Yves Noel  Raffaella Demichelis  Fabien Pascale  Piero Ugliengo  Roberto Orlando  Roberto Dovesi 《Physics and Chemistry of Minerals》2009,36(1):47-59

The structure and vibrational spectrum of boehmite have been investigated at the quantum-mechanical level with the CRYSTAL code, using a Gaussian-type basis set and the B3LYP Hamiltonian. Three space groups are considered in this study: Cmcm, Cmc2₁, P2₁/c. Cmcm turns out to correspond to a transition state, whereas Cmc2₁ and P2₁/c are minimum energy structures. The difference among them is the position of H atoms only, the Al-O frame being essentially the same. Harmonic frequencies at the Γ point have been computed. The comparison between calculated and experimental frequencies shows a good agreement for the Al-O part of the spectrum (under 790 cm⁻¹). For the Al-OH bending modes (800–1,300 cm⁻¹) an absolute differences of 50–100 cm⁻¹ is observed; for the OH stretching modes (3,200–3,500 cm⁻¹) it increases to 120–200 cm⁻¹: anharmonicity is large because OH groups are involved in strong hydrogen bonds.  相似文献   

青藏高原大型走滑断裂带晚新生代构造地貌生长及水系响应   总被引：5，自引：0，他引：5       下载免费PDF全文

付碧宏  时丕龙  贾营营 《地质科学》2009,44(4):1342-1363

大型走滑断裂带对调节印度板块和亚洲板块碰撞后产生的陆内构造变形和地貌生长起着非常重要作用。本文分析了沿青藏高原北缘主要大型左旋走滑断裂带：东昆仑、康西瓦和鲜水河-小江断裂带发育的错断地质体、大型错断水系或水系拐弯等新构造地貌特征,表明这些大型走滑断裂带在晚新生代以来发生了大规模的左旋走滑运动：前新生代地质体错位距离为80～120 km,大型水系累积的位移量可达80～90 km。根据这些走滑断裂带的长期走滑速率为8～12 mm/a,估算上述大型走滑断裂带的左旋走滑运动开始于中新世晚期：东昆仑和康西瓦断裂带左旋走滑运动开始于10±2 Ma; 鲜水河-小江断裂带甘孜-玉树段的左旋走滑运动的开始时间约为8～115 Ma。同样,如果大型水系的沿断裂带出现的大型错位或拐弯能够代表断裂带累积错位的上限,表明发源于青藏高原的黄河、金沙江、喀拉喀什河和玉龙喀什河等一级水系上游大致开始形成于9～7 Ma±。西昆仑山前盆地中河流相沉积的最早响应时间为8～6 Ma,与喀拉喀什河和玉龙喀什河等西昆仑山地区一级水系的形成时间基本一致,表明这些大型水系初始形成时间与左旋走滑构造运动的开始时间准同时。这表明中新世中晚期青藏高原构造演化发生了重要转变。  相似文献   

Experiments on the reflection coefficients of a detached breakwater in a directional wave field     

Wei-Po Huang  Chun-Ren Chou  John Z. Yim 《Coastal Engineering》2003,47(4):367-379

Results of estimating the directional wave fields in front of a detached breakwater are presented here in this paper. Two of non-phase-locked methods, i.e., the Maximum Likelihood Method (MLM) and the Extended Maximum Entropy Principle Method (EMEP), were adopted for the purpose. In general, the latter outperforms the former. It is shown that the reflection coefficients decrease with increasing distances away from the detached breakwater, and within four wavelengths from the detached breakwater, the rate of the decrease is faster for wave fields having larger directional spreads. When the measuring distance is more than four wavelengths away from the detached breakwaters, the reflection coefficients tend to reach to a constant value. It is shown that, with the use of the non-phase-locked EMEP method, the effective region can be extended, as compared with the results of Huntley and Davidson [J. Waterw. Port Coast. Ocean Eng. 124 (1998) 312].  相似文献   

水深对软刚臂单点系泊FPSO动力响应的影响   总被引：1，自引：0，他引：1  

刘成义  唐友刚  李焱 《海洋工程》2016,34(1):25-32

系泊系统的定位能力是浅水油田作业的软刚臂式单点系泊FPSO安全作业的重要保障,为研究不同水深/吃水比下单点系泊系统的受力性能,针对一艘16万吨级软刚臂单点系泊FPSO,在线性三维势流理论的基础上,基于多体动力学方法,建立FPSO-系泊腿-软刚臂的耦合模型,采用Newman近似法和Pinkster近似法分析了FPSO所受二阶波浪力,在时域内计算了不同水深/吃水比对系泊系统动力响应性能的影响。结果表明,随着水深/吃水比的增加,Newman近似法计算得到二阶波浪力先增大后减小,引起单点系泊系统载荷先增大后减小;而Pinkster近似法计算得到的二阶波浪力逐渐减下,引起单点载荷逐渐减下。在浅水条件下,Pinkster近似法具有较好的适用性,Newman近似法严重低估了FPSO所受的二阶波浪力;在深水条件下,Newman近似法能满足工程计算的要求;适用两种方法的临界水深/吃水比为1.64。  相似文献   

Little River Experimental Watershed,a keystone in understanding of coastal plain watersheds     

David D. Bosch  Alisa W. Coffin  Joseph Sheridan  Oliva Pisani  Dinku M. Endale  Tim C. Strickland 《水文研究》2021,35(8):e14334

The US Department of Agriculture-Agricultural Research Service Southeast Watershed Research Laboratory (SEWRL) initiated a hydrologic research program on the Little River Experimental Watershed (LREW) in 1967. Long-term (52 years) streamflow data are available for nine sites, including rainfall-runoff relationships and hydrograph characteristics regularly used in research on interactive effects of climate, vegetation, soils, and land-use in low-gradient streams of the US EPA Level III Southeastern Plains ecoregion. A summary of prior research on the LREW illustrates the impact of the watershed on building a regional understanding of hydrology and water quality. Climatic and streamflow data were used to make comparisons of scale across the nine nested LREW watersheds (LRB, LRF, LRI, LRJ, LRK, LRO, LRN, LRM, and LRO3) and two regional watersheds (Alapaha and Little River at Adel). Annual rainfall for the largest LREW, LRB, was 1200 mm while average annual streamflow was 320 mm. Annual rainfall, streamflow, and the ratio between annual streamflow and rainfall (Sratio) were similar (α = 0.05) across LREWs LRB, LRF, LRI, LRJ, LRK, and LRO. While annual rainfall within the 275 ha LRO3 was found to be similar to LRO and LRM (α = 0.05), annual streamflow and Sratio were significantly different (α = 0.05). Comparisons of annual rainfall, streamflow, and Sratio between LRB and the regional watersheds indicated no differences (α = 0.05). Based upon this analysis, most regional watersheds shared similar hydrologic characteristics. LRO3 was an exception, where increases in row crops and decreases in forest coverage resulted in increased streamflow. LREW data have been instrumental in building considerable scientific understanding of flow and transport processes for these stream systems. Continued operation of the LREW hydrologic network will support hydrologic research as well as environmental quality and riparian research programs that address emerging and high priority natural resource and environmental issues.  相似文献