THE SEA HORSE AND THE WANDERER: BEN BOYD IN AUSTRALIA     

PETER PERRY 《New Zealand geographer》1991,47(1):46-47

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Weichselian Convolution Phenomena and processes in fine sediments.     

JEF VANDENBERGHE  PETER VAN DEN BROEK 《Boreas: An International Journal of Quaternary Research》1982,11(4):299-315

In three excavations in the southern Netherlands and northern Belgium, the Weichselian convolutions in fine sand, silt and clay deposits were investigated, and an attempt was made towards a semi-quantitative approach to some sediment parameters. This, together with a detailed field survey, enabled interpretation of the deformations as forms of periglacial loadcasting. They originated from the time of permafrost degradation when large quantites of water were available. The amplitude of the involutions can be related to the depth of the permafrost table at that time. During the weichselian, two periods occurred in which this involution process could have been active  相似文献   

VEGETATION PRODUCTIVITY     

PETER HOLLAND 《New Zealand geographer》1982,38(1):34-35

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LABORATORY OBSERVATIONS OF SEDIMENT ENTRAINMENT BY FREEZING SUPERCOOLED WATER     

SIMON J. COOK  PETER G. KNIGHT  DEBORAH A. KNIGHT  RICHARD I. WALLER 《Geografiska Annaler: Series A, Physical Geography》2012,94(3):351-362

Debris in basal ice produced by glaciohydraulic supercooling is typically characterized by high proportions of silt. A prominent hypothesis for this silt‐dominance is that frazil ice growing in supercooled water preferentially traps silt from sediment‐laden water percolating through it. It has therefore been suggested that silt‐dominance may be diagnostic of glaciohydraulic supercooling. The aim of our work is to test this hypothesis that freezing sediment‐laden supercooled water necessarily produces ice dominated by silt. We do this by simulating two freezing processes under laboratory conditions: (1) percolation of sediment‐laden water through frazil ice; (2) turbulent supercooling and subsequent freezing of sediment‐laden water. In experiments repeated using different particle sizes (sand, silt and clay in individual experiments) both processes entrained sand most effectively and silt least effectively. In experiments using a sediment mixture dominated by medium to coarse silt, both processes produced ice facies dominated by particle sizes between fine sand and coarse silt. These results suggest that silt‐dominance should therefore not be expected for supercooled freeze‐on, and is not a reliable diagnostic signature for supercooling. The silt‐dominated character of basal ice types associated with supercooling may result from other controls such as a silt‐dominated sediment supply or subglacial water flow rates, rather than the freezing process.  相似文献   

T213L31全球模式云和对流参数化方案改进试验     

陈起英  李泽椿  管成功  佟华  王雨  Peter Bechtold 《气象学报》2009,67(2):227-240

针对中国业务中期数值预报模式T213对中雨量级以上的降水预报空报比较明显的问题,文中对此模式预报的降水进行了诊断分析。发现T213模式预报的总降水分布主要是由可分辨尺度降水决定的,且在降水偏多最明显的地区,可分辨尺度的降水即超过或达到了观测的总降水,表明降水空报的主要原因在于可分辨尺度降水偏多。可分辨尺度降水偏多的可能原因有：土壤湿度初始化、云变量的初始化和直接产生降水的云与对流参数化方案存在一定的缺陷。鉴于前两者是目前国际上的难点,文中针对第3个方面的可能原因进行了分析和相应的改进。包括在对流方案之前增加一次云方案的调用;对流参数化方案的闭合由“动力型”改为对流有效位能调整闭合;更复杂的对流触发机制;改进冰沉降和降水通量计算。改进的主要目的是使对流参数化方案更活跃,从而减少格点尺度对流的发生。采用改进的方案,进行了敏感性试验和2005年夏季的连续滚动同化预报试验,并与中国区域400个标准站的降水观测和GPCP的全球降水观测进行了比较。结果表明,改进的方案无论是对中国区域还是全球夏季平均的降水分布预报都好于业务,但四川省和赤道东太平洋降水偏多的问题依然存在。中国区域的降水统计检验还表明,除小雨外,其他量级在大部分时效上降水的TS评分增加,预报偏差降低。  相似文献   

¹⁰Be chronology of the last deglaciation of County Donegal, northwestern Ireland     

JORIE CLARK  A. MARSHALL McCABE  CHRISTOPH SCHNABEL  PETER U. CLARK  STEWART FREEMAN  COLIN MADEN  SHENG XU 《Boreas: An International Journal of Quaternary Research》2009,38(1):111-118

A well-preserved moraine on the northern coast of County Donegal, Ireland, has played a critical role in our understanding of the glacial history of this sector of the Irish Ice Sheet (IIS). Because of a lack of numerical dating of the moraine, however, previous interpretations of its age and significance to the glacial history of this region have varied widely. Here we report eight in situ cosmogenic ¹⁰Be ages on boulders sampled from the moraine. Two of these ages are outliers, with the remaining six ranging from 18.8±1.0 ¹⁰Be kyr to 20.9±1.3 ¹⁰Be kyr, with an uncertainty-weighted mean age of 19.4±0.3 ¹⁰Be kyr (19.4±1.2 kyr accounting for production rate uncertainty). Our results confirm one previous ¹⁰Be age obtained from the moraine, with the combined data ( n =7) constraining the age of initial deglaciation of the IIS from its LGM position on the continental shelf to be 19.3±0.3 ¹⁰Be kyr (19.3±1.2 kyr accounting for production rate uncertainty). These ages are in excellent agreement with calibrated ¹⁴C ages that constrain retreat of the IIS margin from the continental shelf elsewhere in northwestern and western Ireland and the Irish Sea Basin associated with the start of the Cooley Point Interstadial (≥20–≤18.2 cal. kyr BP), suggesting widespread deglaciation of the IIS ∼19.5–20 kyr ago.  相似文献   

Minor inheritance inhibits the calibration of the 10Be production rate from the AD 1717 Val Ferret rock avalanche,European Alps          下载免费PDF全文

NAKI AKÇAR  SUSAN IVY‐OCHS  PHILIP DELINE  VASILY ALFIMOV  PETER W. KUBIK  MARCUS CHRISTL  CHRISTIAN SCHLÜCHTER 《第四纪科学杂志》2014,29(4):318-328

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CLAY MINERALOGY OF BLACK SEA SEDIMENTS     

PETER STOFFERS  GERMAN MÜLLER 《Sedimentology》1972,18(1-2):113-121

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Two-dimensional turbulence properties of the ECMWF reanalyses   总被引：1，自引：0，他引：1  

DAVID M. STRAUS  PETER DITLEVSEN 《地球，A辑:动力气象学与海洋学》1999,51(5):749-772

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SIMPLE PUSH-OVER ANALYSIS OF ASYMMETRIC BUILDINGS     

VOJKO KILAR  PETER FAJFAR 《地震工程与结构动力学》1997,26(2):233-249

A simple method for the non-linear static analysis of complex building structures subjected to monotonically increasing horizontal loading (push-over analysis) is presented. The method is designed to be a part of new methodologies for the seismic design and evaluation of structures. It is based on the extension of a pseudo-three-dimensional mathematical model of a building structure into the non-linear range. The structure consists of planar macroelements. For each planar macroelement, a simple bilinear or multilinear base shear–top displacement relationship is assumed. By a step-by-step analysis an approximate relationship between the global base shear and top displacement is computed. During the analysis the development of plastic hinges throughout the building can be monitored. The method has been implemented into a prototype computer program. In the paper the mathematical model, the base shear–top displacement relationships for different types of macroelements, and the step-by-step computational procedure are described. The method has been applied for the analysis of a symmetric and an asymmetric variant of a seven-storey reinforced concrete frame–wall building, as well as for the analysis of a complex asymmetric 21-storey reinforced concrete wall building. The influence of torsion on structural behaviour is discussed. © 1997 by John Wiley & Sons, Ltd.  相似文献