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941.
Book Reviewed in this article:

Main Street: Northeastern Oregon: The Founding and Development of Small Towns. Barbara Ruth Bailey.

Food Politics: The Regional Conflict. David N. Balaam and Michael J. Carey, eds.

The International Economy and Industrial Development: Trade and Investment in the Third World. R. Ballance, J. Ansari and H. Singer.

Neighborhoods in Urban America. Ronald H. Bayor, ed.

The English Heartland. By Robert Beckinsale and Monica Beckinsale.

Regional Dimensions of Industrial Policy. Michael E. Bell and Paul S. Lande, eds.

Tension Areas of the World. D. Gordon Bennett, ed.

Latin America: an Introductory Survey. B. W. Blouet and O. M. Blouet, eds.

Integration and Division: Geographical Perspectives on the Northern Ireland Problem. Frederick W. Boal and J. Neville H. Douglas, eds.

Energy and Land Use. Robert W. Burchell and David Listokin, eds.

Slopes and Weathering. Michael Clarke and John Small.

Alaska's Rural Development. Peter G. Cornwall and Gerald McBeath, eds.

The Politics of Park Design: A History of Urban Parks in America. Galen Cranz.

World Congress on Land Policy, 1980, Proceedings. Matthew Cullen and Sharon Woolery, eds.

Oregon Divided: A Regional Geography. Samuel N. Dicken and Emily F. Dicken.

Urban Food Marketing and Third World Rural Development. T. Scarlett Epstein.

South Africa: Spatial Frameworks for Development. T. J. D. Fair.

Institutions and Geographical Patterns. Robin Flowerdew, ed.

Industrialization of U.S. Agriculture, An Interpretive Atlas. Howard F. Gregor.

Planning Theory: Prospects for the 1980s. Patsy Healy, Glen McDougall and Michael J. Thomas, eds.

Neighborhood Mobilization: Redevelopment and Response. Jeffrey R. Henig.

The American Urban System: A Geographical Perspective. R. J. Johnston.

Climate, History and the Modern World. Hubert H. Lamb.

Climate and History: Studies in Past Climates and Their Impact on Man. T. M. L. Wigley, M. J. Ingram and G. Farmer.

China: Railways and Agricultural Development, 1875–1935. Ernest P. Liang.

A Desirable Energy Future—A National Perspective. Robert S. Livingston, T. D. Anderson, T. M. Besmann, M. Olszewski, A. M. Perry, and C. D. West.

Topothesia: Essays Presented to T. S. Ó Máille. B. S. Mac Aodha, ed.

Transportation for the Poor: Research in Rural Mobility. Hal S. Maggied.

Land Uses in American Cities. Harold M. Mayer and Charles R. Haves.

Industrial Organisation and Location. Philip McDermott and Michael Taylor.

Human Adaptability: an Introduction to Ecological Anthropology. Emilio F. Moran.

Regional Analysis and the New International Division of Labor. Frank Moulaert and Patricia W. Salinas, eds.

The Nuclear War Atlas. Victoriaville, Quebec, Canada:

Urbanization and Environmental Quality. Isao Orishimo.

The Garden of Eden: The Botanic Garden and the Re-Creation of Paradise. John Prest.

Earthfire, The Eruption of Mount St. Helens. Charles Rosenfeld and Robert Cooke.

Contest for the South China Sea. Marwyn S. Samuels.

The Future of the Wetlands: Assessing Visual-Cultural Values. Richard C. Smardon, ed.

Tucson: the Life and Times of An American City. C. L. Sonnichsen.

The Geography of Multinationals. Michael Taylor and Nigel Thrift, eds.

Impact of Marine Pollution on Society. Virginia Tippie and Dana Kester.

Reviving the Industrial City: the Politics of Urban Renewal in Lyon and Birmingham. Jerry A. Webman.

Andean Reflections: Letters from Carl O. Sauer While on a South American Trip under a Grant from the Rockefeller Foundation, 1942. Robert C. West, ed.

Cartographic Drawing with Computers. P. Yoeli.  相似文献   
942.
在调查、分析洋沙泡周边地质、水文地质和氟土壤特征的基础上,结合洋沙泡水库模拟实验结果对吉林西部洋沙泡水库高氟水的形成进行了深入研究。结果表明,吉林西部高氟环境的形成是地表环境长期演化的结果:大兴安岭岩浆岩和松嫩低平原松散沉积物提供了含氟丰富的物质基础,河流及地下水径流提供了氟迁移的动力条件,典型的低平原是高氟形成的地理条件,干旱半干旱的气候条件成为高氟环境的促进条件。洋沙泡的氟主要来源为二龙涛河径流携带,多年平均携带量占年内氟总来源的99%以上;周边径流占0.014%~0.28%;降水携带量占0.012%;蒸发浓缩作用对洋沙泡水库的氟质量浓度也有一定影响。此外,内源底泥的释放也是洋沙泡水库水体氟质量浓度增高的原因之一,并且在引嫩入白工程实施后,依然使洋沙泡水库水体中氟质量浓度增加。在每年引水的情况下,需要5年时间水库水体氟的质量浓度才会降至1.0mg/L以下。风动力和人为活动也对洋沙泡水库的氟质量浓度变化产生影响。  相似文献   
943.
采煤对峰峰矿区黑龙洞泉岩溶水系统影响程度评价   总被引:3,自引:0,他引:3  
在分析峰峰矿区采煤与黑龙洞泉岩溶水系统关系和矿床水文地质资料基础上,确定开采规模、构造复杂程度和岩溶水水压等9个因素为采煤对黑龙洞泉岩溶水系统水量、水质和环境影响的主要因素,运用基于MAPGIS的层次分析法。就采煤对黑龙洞泉岩溶水系统影响程度进行了评价.将峰峰矿区采煤对黑龙洞泉岩溶水系统影响程度分为强、较强、中等、较小、小五个等级,为矿区煤炭资源科学开采和区域水资源保护提供了依据。  相似文献   
944.
付兵 《探矿工程》2012,39(6):80-84
四川安谷水电站勘探竖井所处地层河床砂卵石层深厚,采用传统的人工挖掘护壁或沉井施工工艺,施工难度大。针对地层的特点,采用冲击钻机成孔的方式施工。同时,在竖井中开挖试验平硐,遵循多炮眼、小进尺、小药量,光面爆破的施工方案,圆满完成试验平硐的开挖。介绍了其施工技术及注意事项。  相似文献   
945.
张纯峰 《探矿工程》2012,39(6):39-41
在峰峰集团梧桐庄煤矿地面注浆孔施工时,因在扫孔过程中操作不当,使粗径钻铤脱扣跑钻,造成脱扣钻铤被卡事故。事故发生后,虽然对钻铤脱扣事故钻具采取了相应的措施进行处理,但均未成功。后引用了石油专用套铣管技术进行事故的处理,取得了非常理想的效果。介绍了事故处理难点及套铣管处理技术措施。  相似文献   
946.
在三轴条件下,对饱和土(砂土和黏土)进行排水与不排水条件下的冲击试验及冲击后再固结试验,对比研究了不同渗透性土在不同排水条件下的冲击动力响应和冲击后再固结性状。结果表明:饱和黏土不排水冲击时的孔隙水压力随冲击击数增加而升高并逐渐稳定,排水冲击时的孔隙水压力则是先达到峰值然后有所下降;砂土不排水冲击时的冲击能量对孔隙水压力影响最明显;饱和砂土不排水冲击时的轴向应变与冲击击数呈近似线性关系,饱和黏土冲击及饱和砂土排水冲击则呈近二次曲线关系;饱和砂土不排水冲击后再固结阶段的孔隙水压力立即消散为0,同时体变迅速增大到一定值;饱和黏土在冲击后再固结阶段的孔隙水压力在一定时间内逐渐消散完毕,同时体变逐渐增大;饱和黏土排水冲击时,冲击阶段产生的体变占冲击引起总体变的39%~49%,冲击后再固结阶段产生的体变占51%~61%;砂土和黏土的总体变均表现为排水冲击明显大于不排水冲击,改善冲击时的排水条件有利于提高加固效果。  相似文献   
947.
The Wittenoom Formation (Hamersley Group, Western Australia) is a well-preserved Neoarchaean unit deposited in a deep shelf to upper slope setting. The upper part contains several laterally persistent marker beds, one of which is rich in well-preserved spherules of former silicate melt showing a diverse suite of internal textures. We quantified the relative abundances of these textures by point counting in spherule-rich samples selected from seven sites and found them to be surprisingly uniform for a lateral distance of?>?350 km. They also appear to be uniform at one site where the layer is thicker and contains multiple zones rich in spherules. Given this homogeneity and by comparison to experimentally produced textures and K/T impact spherules, we infer that: (i) the homogeneously diverse nature of the ejecta is most consistent with an impact origin; (ii) the spherules were partially crystallised at the time they were deposited and therefore classifiable as microkrystites; (iii) the original impact melt was roughly basaltic in composition; (iv) the spherules were generated by a single impact then deposited in multiple pulses; (v) the K/T impact model is not directly applicable to the Wittenoom spherule layer; and (vi) the Wittenoom spherule layer was not formed by the same impact as the Carawine layer.  相似文献   
948.
The discovery of the Woodleigh impact structure, first identified by R. P. Iasky, bears a number of parallels with that of the Chicxulub impact structure of K?–?T boundary age, underpinning complications inherent in the study of buried impact structures by geophysical techniques and drilling. Questions raised in connection with the diameter of the Woodleigh impact structure reflect uncertainties in criteria used to define original crater sizes in eroded and buried impact structures as well as limits on the geological controls at Woodleigh. The truncation of the regional Ajana?–?Wandagee gravity ridges by the outer aureole of the Woodleigh structure, a superposed arcuate magnetic anomaly along the eastern part of the structure, seismic-reflection data indicating a central >?37 km-diameter dome, correlation of fault patterns between Woodleigh and less-deeply eroded impact structures (Ries crater, Chesapeake Bay), and morphometric estimates all indicate a final diameter of 120 km. At Woodleigh, pre-hydrothermal shock-induced melting and diaplectic transformations are heavily masked by pervasive alteration of the shocked gneisses to montmorillonite-dominated clays, accounting for the high MgO and low K2O of cryptocrystalline components. The possible contamination of sub-crater levels of the Woodleigh impact structure by meteoritic components, suggested by high Ni, Co, Cr, Ni/Co and Ni/Cr ratios, requires further siderophile element analyses of vein materials. Although stratigraphic age constraints on the impact event are broad (post-Middle Devonian to pre-Early Jurassic) high-temperature (200?–?250°C) pervasive hydrothermal activity dated by K?–?Ar isotopes of illite?–?smectite indicates an age of 359?±?4 Ma. To date neither Late Devonian crater fill, nor impact ejecta fallout units have been identified, although metallic meteoritic ablation spherules of a similar age have been found in the Canning Basin.  相似文献   
949.
The Amelia Creek impact structure is located in Australia's Northern Territory in folded Palaeoproterozoic strata of the Davenport Ranges (20°51'S, 134°53′E). An impact origin is confirmed by presence of unequivocal shatter cones with apices that point upwards, and by planar microstructures in quartz grains from target sandstones of the Hatches Creek Group. Aeromagnetic, advanced spaceborne thermal emission and reflection radiometer (ASTER), and X-band synthetic aperture radar (X-SAR) images show an area of anomalous deformation in which smooth regional trends are disrupted by arcuate features at a 10 km radius to the north and south of the shock-metamorphosed rocks. However, no arcuate forms are apparent to the east and west of these shocked rocks, and instead, large south-southwest-trending faults are present about 6 km away on both sides. Despite pervasive shatter coning, typical of the central region of complex impact structures, no structural uplift is apparent, but instead the shocked rocks lie at the southern toe of a north-northeast-trending syncline. These shatter cones overprint and post-date the Palaeoproterozoic regional deformation, and thus, the impact structure has not been refolded and its abnormal form is likely due to pre-existing structure in the target rocks and/or an oblique impact. Small pockets of undeformed Late Neoproterozoic and Middle Cambrian strata are exposed in palaeovalleys in the central region of the structure, constraining the time of the impact to the Proterozoic.  相似文献   
950.
额尔齐斯河流域中游地区是哈萨克斯坦共和国重要的水资源富矿与战略经济区, 资料表明这一地区过去几十年来气候与水资源均发生了显著变化, 分析研究其气候变化及其对水资源的影响, 对水资源合理利用具有重要的指导意义.利用研究区7个气象站1926-2009年84 a逐月降水和气温资料, 应用高桥浩一郎公式计算研究区月平均蒸发量及可利用降水量, 分析了1926-2009年研究区气候变化及其对水资源的影响.结果表明: 1)与全球气候变暖一致, 过去84 a来研究区平均气温呈较快的升高趋势, 且自20世纪80年代末以来进入快速升温变暖期; 2)84 a来, 研究区降水总体呈增加趋势, 随着温度的升高, 蒸发量同步增加. 因此, 研究区可利用降水量尽管有波动但总体变化不大; 3)降水是影响研究区可利用降水量的最重要的影响因素, 二者呈现显著的正相关关系, 1%的降水变化可导致1.68%的可利用降水量变化.研究区是全球气候变化的敏感区域, 水资源开发利用需切实做好应对气候变化的适应性对策.  相似文献   
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