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121.
John Turnbull Thomson is more known in New Zealand for his work as Chief Surveyor of Otago Province (1856–1876) and first Surveyor General of New Zealand (1877–1879). He was also a Fellow of the Royal Geographical Society of London from 1848 until his death in 1884. Thomson was an important and early self‐declared ‘does’ of geographer in New Zealand, prior to the establishment of university geography in 1937. Thomson's contribution included survey and mapping but he also gave public lectures on geography and contributed to debates about glaciation.  相似文献   
122.
Coseismic landsliding presents a major hazard to infrastructure in mountains during large earthquakes. This is particularly true for road networks, as historically coseismic landsliding has resulted in road losses larger than those due to ground shaking. Assessing the exposure of current and planned highway links to coseismic landsliding for future earthquake scenarios is therefore vital for disaster risk reduction. This study presents a method to evaluate the exposure of critical infrastructure to landsliding from scenario earthquakes from an underlying quantitative landslide hazard assessment. The method is applied to a proposed new highway link in South Island, New Zealand, for a scenario Alpine Fault earthquake and compared to the current network. Exposure (the likelihood of a network being affected by one or more landslides) is evaluated from a regional-scale coseismic landslide hazard model and assessed on a relative basis from 0 to 1. The results show that the proposed Haast-Hollyford Highway (HHH) would be highly exposed to coseismic landsliding with at least 30–40?km likely to be badly affected (the Simonin Pass route being the worse affected of the two routes). In the current South Island State Highway network, the HHH would be the link most exposed to landsliding and would increase the total network exposure by 50–70% despite increasing the total road length by just 3%. The present work is intended to provide an effective method to assess coseismic landslide hazard of infrastructure in mountains with seismic hazard, and potentially identify mitigation options and critical network segments.  相似文献   
123.
The ichnogenus Arachnostega Bertling, 1992 is recorded for the first time from a bioeroded, coral-rich, Middle Miocene limestone bed in the middle Siwa Escarpment Member (Marmarica Formation) at Siwa Oasis, northern Western Desert of Egypt. These burrowing traces are preserved on the surface of a few internal moulds of bivalves and gastropods. Until now, the ichnogenus Arachnostega included a single ichnospecies, A. gastrochaenae Bertling, 1992. In the material studied herein, two ichnospecies are identified, described, illustrated and compared with other, similar traces. One of these is a new ichnospecies of Arachnostega; this is here named A. siwaensis ichnosp. nov. It is distinguished from A. gastrochaenae in the possession of tunnels that usually branch in a V-pattern; intervals of ramification are longest in the main branch and decrease in second- and third-order branches. Arachnostega traces were produced in a warm, low-energy, shallow-marine (<10?m water depth) environment. Polychaetes are the most likely producers of marine Arachnostega, which are commonly occurred in the same studied bed. This new occurrence is significant in extending the known stratigraphical and geographical ranges of Arachnostega into the Middle Miocene of Egypt.  相似文献   
124.
The new tribe Taimyralticini trib. nov., new genus Taimyraltica gen. nov. and new species Taimyraltica calcarata sp. nov. (Coleoptera: Chrysomelidae: Galerucinae) are described from Upper Cretaceous (Santonian) Taimyr amber of northern Siberia (Yantardakh locality). The new genus shares characters with genera of the tribe Alticini (small size, transverse antebasal groove on pronotum, regular punctate-striate elytra) and the Galerucini (narrow, non-swollen metafemora). A possible apomorphy of the new genus and tribe is a large and acute metatibial spur, erect and oriented transversely to the longitudinal axis of tibia. This character state is unknown in recent and fossil genera of Galerucinae. Early evolution and divergence of leaf beetles are discussed, and a Jurassic and Early Cretaceous subfamily radiation is proposed. Fossil galerucines are reviewed. The oldest Phyllotreta is recorded from the lower Miocene of Izarra (Spain). Our findings show an extreme rarity of Phytophaga in Taimyr amber from Yantardakh. Absence of Phytophaga was recorded earlier at Obeschayuschiy (Santonian-Campanian of the Magadan Region) and compared with their much larger share in Khetana (north of Khabarovsk Krai); we find nearly the same differences between Taimyr amber from Yantardakh and Canadian amber. In Obeschayuschiy this appears due to the Mesophytic character of the flora. It is assumed that the Santonian amber gymnosperm forest of the Khatanga Basin had the same character.  相似文献   
125.
黔东松桃地区构造格局主要是受到燕山运动影响形成。燕山早期,区内处于SEE—NWW向区域挤压收缩,形成了NNE—SSW向褶皱和断裂。下寒武统杷榔组—变马冲组地层和南华系下统大塘坡组地层作为两套滑脱层,在构造变形过程中起到滑脱作用,滑脱层内褶皱变形强烈,以大量紧闭、顶厚不协调褶皱为主要构造样式,而其上、下岩层则以断块或宽缓褶皱变形为主,以软弱层为界面,其上、下岩层发生逆冲滑脱作用,形成了区内隔槽式褶皱的构造样式。燕山晚期,区内处于NNE—SSW挤压为主,形成了区内NWW向小型褶皱和断裂,同时燕山晚期构造横跨叠加在早期变形之上,导致早期NNE向褶皱枢纽呈波状起伏,轴迹弯曲,部分地区形成了构造穹窿和构造盆地,部分早期断层呈左行走滑性质。在燕山早、晚两期构造作用下,高地矿区含锰岩系作为软弱滑脱层,向猴子坳向斜的核部进行滑脱聚集,使其在向斜的核部富集,翼部相对减薄。同时,由于犁式正断层的存在,也影响了锰矿层的保存与破坏。  相似文献   
126.
利用粤港澳闪电定位系统、广州多普勒天气雷达和自动气象站等资料, 分析了2017年6月2日发生在广州市中北部的一次强雷暴天气过程的地闪变化特征及闪电与雷达回波特征的关系。(1)本次强雷暴天气是华南一起典型的以西南急流和切变线为环流背景的强对流天气过程。在整个雷暴生命史中以负地闪为主, 占69.3%;正闪在雷暴发展的初始和结束阶段占比较大。(2)闪电频数分布与强雷达回波区域存在着较好的对应关系, 闪电活动位置稍有提前, 地闪频数峰值的时间比雷达回波峰值时间平均提前了11.1 min。(3)回波顶高是产生闪电的先决条件, 闪电较多分布在回波顶高9~15 km范围内, 地闪频数峰值落后于回波顶高峰值12~18 min。   相似文献   
127.
粤港澳大湾区是中国开放程度最高、经济活力最强的区域之一,在国家发展大局中具有重要的战略地位,大湾区未来的发展离不开水资源的支撑和良好的水生态环境。近年来,随着大湾区经济的快速发展,人口激增,需水量上升,水资源环境问题也日益突出,水安全保障程度不足;地下水是水资源的重要组成部分,具有水量稳定、水质较好的特点,可作为重要的应急备用水源。本文从地下水资源着手,系统梳理了大湾区水资源环境条件、地下水资源状况、特征和开发利用潜力,并提出了应急后备水源地建议,得到以下认识:(1)地下水可划分为松散岩类孔隙水、碳酸盐岩岩溶水、基岩裂隙水三大类,其中松散岩类孔隙水和基岩裂隙水分布最广;(2)湾区内地下水水化学类型较为复杂,丘陵山区以HCO_3-Na型、HCO_3-Ca型及HCO_3-Na+Ca型为主,冲积平原及山间盆地以HCO_3+Cl-Na型及HCO_3+Cl-Na+Ca型为主,三角洲地区以Cl-Na型微咸-咸水为主;(3)西江、北江及东江干流构成湾区内地下水排泄的总渠道,各支流为地下水的局部排泄基准面,地下水动态变化具季节性特征;(4)地下水整体水质较好,Ⅰ-Ⅲ类水占比高达66.25%,从丘陵山区到三角洲平原,水质呈变差趋势,尤其在广州、江门、中山、东莞等城市周边水质较差,超标因子主要为氨氮、氯化物、氟化物、硫酸盐等,三角洲地区发育大量"铁质水"和"氨氮水",水质性缺水问题突出;(5)地下水开发利用程度很低,东莞及中山等城市基本未开发利用地下水,在各类地下水中,碳酸盐岩岩溶裂隙水具有规模开采的开发利用潜力;(6)综合分析相关资料,提出将广花盆地等10处富水块段作为应急水源地备选,经初步计算每年可为大湾区提供约4.18亿m~3的应急水源保障。为应对突发性水质污染及极端干旱气候等大规模供水危机,保障粤港澳大湾区用水安全,促进大湾区高质量发展,建议加强大湾区的基础水文地质调查工作,掌握地下水的水位、水质、水量的动态变化特征,精准计算可用于应急备用开采的地下水储存量。  相似文献   
128.
在广泛收集资料和野外调查工作的基础上,经综合分析控制和影响区域地壳稳定性的主要因素和内外动力地质的耦合作用,基于ArcGIS平台采用多因素加权叠加分析方法开展了沈抚新区区域地壳稳定性评价研究。评价因素主要选取活动断裂、地震活动性和深部地球物理以及工程岩组、地形地貌与地表地质灾害等共12个影响因子,并依据评价因素的关联性和重要性进行分类赋值,进而建立了区域地壳稳定性评价模型。对沈抚新区的区域地壳稳定性进行了定量化评价。结果表明,沈抚新区以稳定区和次稳定区为主,面积为728.9 km2,占总面积的81.07%,有利于规划和建设。建议在地下工程穿越不稳定区和次不稳定区时,要采取必要的工程措施,确保基础和边坡的稳定性。规划的地铁9号线主要穿越次不稳定区和次稳定区。施工带在埋深15~25 m之间,该段地层主要为卵砾石堆积层、泥包砾堆积层与变质片麻岩强风化带及其交接部位,施工带处于地下水浸没带或变动带,其支护比较困难,建议尽早确定合理的施工方案,保障施工顺利和安全,此外还需要采取一定降水防腐措施。   相似文献   
129.
Lower crustal xenoliths erupted from an intraplate diatreme reveal that a portion of the New Zealand Gondwana margin experienced high‐temperature (HT) to ultrahigh‐temperature (UHT) granulite facies metamorphism just after flat slab subduction ceased at c. 110–105 Ma. PT calculations for garnet–orthopyroxene‐bearing felsic granulite xenoliths indicate equilibration at ~815 to 910°C and 0.7 to 0.8 GPa, with garnet‐bearing mafic granulite xenoliths yielding at least 900°C. Supporting evidence for the attainment of HT and UHT conditions in felsic granulite comes from re‐integration of exsolution in feldspar (~900–950°C at 0.8 GPa), Ti‐in‐zircon thermometry on Y‐depleted overgrowths on detrital zircon grains (932°C ± 24°C at aTiO2 = 0.8 ± 0.2), and correlation of observed assemblages and mineral compositions with thermodynamic modelling results (≥850°C at 0.7 to 0.8 GPa). The thin zircon overgrowths, which were mainly targeted by drilling through the cores of grains, yield a U–Pb pooled age of 91.7 ± 2.0 Ma. The cause of Late Cretaceous HT‐UHT metamorphism on the Zealandia Gondwana margin is attributed to collision and partial subduction of the buoyant oceanic Hikurangi Plateau in the Early Cretaceous. The halt of subduction caused the fore‐running shallowly dipping slab to rollback towards the trench position and permitted the upper mantle to rapidly increase the geothermal gradient through the base of the extending (former) accretionary prism. This sequence of events provides a mechanism for achieving regional HT–UHT conditions in the lower crust with little or no sign of this event at the surface.  相似文献   
130.
Hurricane Katrina created the one of the worst natural disaster in the history of the United States, resulting in over 1600 fatalities and $30B in direct economic losses in southern Louisiana. The Louisiana and Mississippi coastlines experienced the highest surge level recorded in North America and Katrina-generated waves in the Gulf of Mexico that equaled the highest previously measured by NOAA buoys. What happened in New Orleans epitomizes the risk of living below sea level in a coastal city, depending on structures that were the result of considerable compromise and piecemeal funding and construction. The Interagency Performance Evaluation Task Force was established to examine the performance of the New Orleans and southeast Louisiana hurricane protection system and provide real-time input to the repairs and rebuilding of the system. In addition to this atypical just-in-time forensic analysis, the task force examined the risk of living in New Orleans prior to and following the repairs to the hurricane protection system. Much of the forensic analysis depended on modeling and simulation of hurricane surge and waves. With virtually all measurement instruments swept away by Katrina, only models and high-water marks were available to recreate the conditions that the structures experienced during the storm. Because of the complexities of the region and the processes involved, simulation of hurricane surge and waves required many fresh ideas and new approaches and these topics, along with new concepts for future planning and design, are the focus of this special issue. Yet, the need to influence the repair and rebuilding of the damaged structures prior to the next hurricane season (roughly 9 months) dictated using existing computational tools that were ready to go. The same modeling and simulation approach was put to work to define the surge and wave hazard New Orleans faces for the future. To put this important body of work in context, this paper provides a broad overview of the entire scope of work of the task force and summarizes its principal findings.  相似文献   
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