Vertical structure variability and equatorial waves during central Pacific and eastern Pacific El Ni?os in a coupled general circulation model

Recent studies report that two types of El Ni?o events have been observed. One is the cold tongue El Ni?o or Eastern Pacific El Ni?o (EP El Ni?o), which is characterized by relatively large sea surface temperature (SST) anomalies in the eastern Pacific, and the other is the warm pool El Ni?o (a.k.a. ‘Central Pacific El Ni?o’ (CP El Ni?o) or ‘El Ni?o Modoki’), in which SST anomalies are confined to the central Pacific. Here the vertical structure variability of the periods during EP and CP is investigated based on the GFDL_CM2.1 model in order to explain the difference in equatorial wave dynamics and associated negative feedback mechanisms. It is shown that the mean stratification in the vicinity of the thermocline of the central Pacific is reduced during CP El Ni?o, which favours the contribution of the gravest baroclinic mode relatively to the higher-order slower baroclinic mode. Energetic Kelvin and first-meridional Rossby wave are evidenced during the CP El Ni?o with distinctive amplitude and propagating characteristics according to their vertical structure (mostly first and second baroclinic modes). In particular, the first baroclinic mode during CP El Ni?o is associated to the ocean basin mode and participates to the recharge process during the whole El Ni?o cycle, whereas the second baroclinic mode is mostly driving the discharge process through the delayed oscillator mechanism. This may explain that the phase transition from warm to neutral/cold conditions during the CP El Ni?o is delayed and/or disrupted compared to the EP El Ni?o. Our results have implications for the interpretation of the variability during periods of high CP El Ni?o occurrence like the last decade.     

三小时负变压异常指数及对强对流天气的预报意义

低层暖平流强迫类强对流发生前,地面经常伴有低于日变化的3 h变压。结合常规地面观测资料,定义低于日变化的3 h变压异常（超过一个标准差定义为异常）指数PCR（Pressure Change Range）,讨论了中国中东部地区3 h变压标准差的气候分布特征;最后以3次强对流天气过程为例说明PCR指数的预报价值和时效。结果表明,与3 h变压均值相比,中国中东部地区的3 h变压标准差的日变化较小,PCR更适合作为变压异常程度的标准。东北、华北、华东-华中区域PCR冬春季节出现站次数偏多,夏秋季节偏少;华南区域除了冬春季外,夏季也偏多,秋季偏少。PCR主要集中在低级别强度上,但PCR级别越高,越有可能出现强对流天气。东北区域出现PCR的首要原因是受东北气旋的影响,且可能有TBB≤-52℃的云系相对应;华北、华东-华中、华南出现PCR的首要原因是冷高压变性或迅速东移,没有TBB≤-52℃的云系相对应;地面倒槽中出现的PCR全部有TBB≤-52℃的云系对应。3次强对流天气过程均发生在地面倒槽中;在发生前3 h左右,地面气压场上有较明显的负PCR中心出现,强对流天气中尺度云团有向负PCR中心移动的趋势。      

Evolution and driving forces of rural functions in urban agglomeration: A case study of the Chang-Zhu-Tan region

Journal of Geographical Sciences - As the Rural Revitalization Strategy is gradually implemented, China’s rural areas are set to have more diverse function requirements. This paper selects...     

海洋三维VC观测系统优化设计

观测系统设计在地震勘探中起着至关重要的作用,最佳观测系统不仅可以提高资料品质,还能够降低采集成本。通过对海洋垂直缆（vertical cable,VC）进行正演模拟我们发现,随着偏移距的增大,同相轴会出现交叉、合并现象,地层顺序也会发生变化。我们针对单VC和多VC的特点,分别设计了相应的观测系统。然后对所设计的观测系统进行评价与优化,并得出了一些有益的结论：采用增加激发点密度的方法对面元覆盖次数的改善效果要好于采用增加激发面积的方法对面元覆盖次数的改善效果;当目标层存在倾角时,通过在构造走向上增加激发线条数,同时在下倾方向上增加激发线长度可以补偿照明损失;当目标层为背斜或向斜时,通过增大最大环半径来增加背斜和向斜照明范围的方法奏效甚微;当激发面积和接收面积相等时,通过同时增大激发面积和接收面积来提高中心区域面元覆盖次数的方法行不通,而当激发面积大于接收面积时则该问题得以解决。     

单井与群井结合抽水试验在地面沉降实测中的应用研究

以天津市某工程项目抽水试验数据为实测基本资料,目的是确定地基土的渗透性和富水性,计算含水层的水文地质参数,并实时监测试验期间地面沉降监测结果。结果表明,单井和群井抽水试验在抽水过程中,地面高程呈现出下降的趋势,累计达到最大沉降量,达到23. 57 mm,随着抽水时间较短和抽水时间较长等原因,在地面具有附加荷载时,沉降变大。因此,试验实时监测可以有效预防存在问题,为工程的设计与施工提供安全的风险控制。     

Active Characteristics and Paleoearthquakes in the West Kalpin Nappe Since the Holocene,SW Tianshan Mountain

the Kalpin nappe is an important multiple thrust system. It is important to study the Cenozoic tectonic of the Tianshan Mountain. Holocene active characteristics and paleoearthquake of the Kalpin nappe can be used to evaluate the neotectonic of this area. In this paper, we accurately measured the fault scarp in the front of three thrust-fold faults and analyzed paleoearthquake events in the trenches of the Kalpin nappe. Using the ¹⁰Be exposure age, we obtained those geomorphic surface ages and paleoearthquake times. The result showed that the slip rates of the west Kalpintag fault, aozitag fault and the tuoketag fault were 1.45(+1.68/-0.44) mm/a, 0.81(+0.35/-0.19) mm/a and (0.3±0.05) mm/a, respectively since the Holocene. The slip rate indicated that the increased activity transferred from back-row fault to front-row fault and accorded with the piggy-back propagation model in the Tianshan Mountain. Displacements and recurrence intervals of paleoearthquakes was similar to the slip rate characteristics. It also showed paleoearthquakes in the front row fault were stronger than paleoearthquakes of the back row fault. The strong paleoearthquake which caused the highest surface rupture happened in the Kalpintag fault. The interval of paleoearthquakes was about 4 ka and the displacement of every paleoearthquake was about 3 m in the west Kalpintag fault; the interval of paleoearthquakes was about 2 ka and the displacement of every paleoearthquake was about 1m in the aozitag fault; the tuoketag fault ruptured only one paleoearthquake since 7 ka. The Piqiang tear fault was the tectonic result of different shortening rate between the west Kalpin system and the east Kalpin system. The shortening rate of west Kalpin system was obviously stronger than the east Kalpin system. The huge separation distance was near 20 km between the east and the west back-row fault. Because the slip rate of system transferred to the front-row fault in the piggy-back propagation model, the separation distance (~4 km) between the east and the west front-row fault was increasing.     

柴达木盆地东北缘地质灾害及防治

青海省柴达木盆地东北缘地貌类型复杂,新构造运动强烈,由各种内外应力造成的地质灾害具有类多、发生频繁等现象,集中反映在土地荒漠化、水土流失、草场退化、湖泊萎缩、地震、泥石流及滑坡等面,人类生存环境日趋恶劣。通过对该区各类地质灾害及生态环境现状进行评述,提出了治理建议。     

平舆县48年来气温变化特征和突变分析

利用1959-2006年平舆县气温观测资料,分析了平舆县的年、季平均气温的变化特征,并用Mann-Kandell检验法对年平均气温的变化特征进行了突变检验.结果表明:48年来平舆县气温以增温为主;就各季节而言,除了夏季以降温趋势为主外,其他各季节均以增温趋势为主.特别是冬季,增温趋势十分显著.利用Mann-Kandell检验法对逐年平均气温突变检验结果显示,在1989年附近可能发生突变.     

老滑坡路段路堑开挖与超前支护效果

为防止老滑坡路段路堑开挖过程中出现路堑边坡失稳的问题,以在建某高速公路老滑坡段路堑失稳边坡为例,借助数值分析,进行了老滑坡路段路堑开挖与超前支护效果研究。结果表明：1）一般宽平台开挖模式能提高边坡的整体稳定性;然而,对于存在具有膨胀性质滑带土的牵引式老滑坡,坡脚采用宽平台刷坡减重不利于路堑边坡的稳定,必须要采取超前支护,如锚索、抗滑桩等,必要时要紧急采取清方卸载措施。2）锚索超前支护能够有效抑制边坡变形,需采用有效措施提高设置在坡脚处锚索的抗拉强度,如施加预应力等。3）抗滑桩超前支护应注意桩位、桩长、桩距的优化设计。建议抗滑桩采用锚拉,对桩前坡体中的滑带进行超前注浆,有必要沿老滑坡主滑方向布置多排抗滑桩,或采用h型桩体设计。