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The Glacial(MIS 3-2)Outlet Glacier of the Marsyandi Nadi-icestream-network with its Ngadi Khola Tributary Glacier(Manaslu-and Lamjung Himalaya):The Reconstructed Lowering of the Marsyandi Nadi Ice Stream Tongue down in to the Southern Himalaya Foreland 被引量:2
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作者 Matthias KUHLE 《Journal of Mountain Science》 SCIE CSCD 2014年第1期236-287,共52页
For the reconstruction of past climate variations,investigations on the history of glaciers are necessary.In the Himalaya,investigations like these have a rather short tradition in comparison with other mountains on e... For the reconstruction of past climate variations,investigations on the history of glaciers are necessary.In the Himalaya,investigations like these have a rather short tradition in comparison with other mountains on earth.At the same time,this area on the southern margin of Tibet is of special interest because of the question as to the monsoon-influence that is connected with the climate-development.Anyhow,the climate of High Asia is of global importance.Here for the further and regionally intensifying answer to this question,a glacial glacier reconstruction is submitted from the CentralHimalaya,more exactly from the Manaslu-massif.Going on down-valley from the glacial-historical investigations of 1977 in the upper Marsyandi Khola(Nadi) and the partly already published results of field campaigns in the middle Marsyandi Khola and the Damodar- and Manaslu Himal in the years 1995,2000,2004 and 2007,new geomorphological and geological field- and laboratory data are introduced here from the Ngadi(Nadi) Khola and the lower Marsyandi Nadi from the inflow of the Ngadi(Nadi) Khola down to the southern mountain foreland.There has existed a connected ice-stream-network drained down to the south by a 2,100-2,200 m thick and 120 km long Marsyandi Nadi main valley glacier.At a height of the valley bottom of c.1,000 m a.s.l.the Ngadi Khola glacier joined the still c.1,300 m thick Marsyandi parent glacier from the Himalchuli-massif(Nadi(Ngadi) Chuli) – the south spur of the Manaslu Himal.From here the united glacier tongue flowed down about a further 44 km to the south up to c.400 m a.s.l.(27°57'38 "N/84°24'56" E) into the Himalaya fore-chains and thus reached one of or the lowest past ice margin position of the Himalayas.The glacial(LGP(Last glacial period),LGM(Last glacial maximum) Würm,Stage 0,MIS 3-2) climatic snowline(ELA = equilibrium line altitude) has run at 3,900 to 4,000 m a.s.l.and thus c.1,500 altitude meters below the current ELA(Stage XII) at 5,400-5,500 m a.s.l.The reconstructed,maximum lowering of the climatic snowline(ΔELA = depression of the equilibrium line altitude) about 1,500 m corresponds at a gradient of 0.6°C per 100 altitude meters to a High Glacial decrease in temperature of 9°C(0.6 × 15 = 9).At that time the Tibetan inland ice has caused a stable cold high,so that no summer monsoon can have existed there.Accordingly,during the LGP the precipitation was reduced,so that the cooling must have come to more than only 9°C. 展开更多
关键词 Ice Age GLACIATION HIMALAYA Manaslu Ngadi khola Icestream network Last Glacial period
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尼泊尔克里雅(Churia)群之比奈科拉(Binai Khola)组下段轮藻化石的发现及其意义
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作者 刘俊英 《微体古生物学报》 CSCD 北大核心 1992年第3期311-317,346,共7页
该文研究的轮藻化石采自尼泊尔中西部阿龙科拉地区的比奈科拉组下段。轮藻化石有Nitellopsis (Tectochara)globula(Madler)Grambast et Soulie-Marsche,Chara molassica Straub,C.gigantofusiformis(Yang),Rantzieniella binaiensis sp.... 该文研究的轮藻化石采自尼泊尔中西部阿龙科拉地区的比奈科拉组下段。轮藻化石有Nitellopsis (Tectochara)globula(Madler)Grambast et Soulie-Marsche,Chara molassica Straub,C.gigantofusiformis(Yang),Rantzieniella binaiensis sp.nov.,Gyrogona arungensis sp.nov.和Lychnotharnnuspseudoodea(Berger)Soulie-Marsche等,此轮藻化石植物群属新第三纪,可能为中新世晚期。克里雅群轮藻的研究将增添南亚新第三纪地质生态研究的内容。 展开更多
关键词 中新世晚期 尼泊尔 轮藻 化石
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Lithological and tectonic response on catchment characteristics of Rishi Khola, Sikkim, India
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作者 Ujwal Deep SAHA Sohini NEOGY +1 位作者 Jhikmik KAR Uttam MUKHOPADHYAY 《Journal of Mountain Science》 SCIE CSCD 2021年第11期3003-3024,共22页
Rishi Khola,a sub-watershed of Teesta river,traverses along the Main Central Thrust(MCT)with a multitude of litho units and structural entities.This study examines the impact of tectonic and lithologic controls in con... Rishi Khola,a sub-watershed of Teesta river,traverses along the Main Central Thrust(MCT)with a multitude of litho units and structural entities.This study examines the impact of tectonic and lithologic controls in configuring the catchment characteristics of Rishi Khola,Sikkim,India.Corrected SRTM 30m DEM and Landsat 8 satellite image have been used for extracting the river network,preparing the sub-catchments,the longitudinal profile and thereby calculating the morphotectonic indices.An aggregated tectonic index(ATI)has been prepared to map the intensity of tectonic perturbations in the fluvial environment using the entropy weightage method(EWM)and Weighted Linear Combination(WLC).The undulating nature of the longitudinal profile with prominent knick points confirms the presence of tectonic disturbances and lithological variations.From all the computed morphotectonic indices and the ATI,it has been evident that the region has experienced surface deformations.When viewed at the entire catchment,the morphotectonic indices suggest ample responses to the tectonic perturbations due to the dominance of lithology-controlled hill slope processes and fluvial erosion.The spatiality of the tectonic sensitiveness is rather concentrated into certain pockets of differential stress field formed due to fault thrusting of the Himalayas.The study chiefly focuses on the peculiarity of the watershed which displays a complex response of tectonic and rock structure;wherein the proposed methodology has been successful in excavating such complex responses around the Himalayan thrusts. 展开更多
关键词 HIMALAYAS LITHOLOGY Main Central Thrust(MCT) MORPHOTECTONICS Rishi khola Sub-catchment
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斜井施工技术在三金考拉水电站中的应用
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作者 田由兴 《工程建设与设计》 2024年第8期145-147,共3页
为探究斜井施工技术在三金考拉水电站中的应用问题,提出了适合该水电站斜井的开挖施工技术和井口顶部和底部防护要求;针对斜井开挖采用一次性扩挖成型工艺,提出了锚杆+挂网喷混凝土相结合的锚喷斜井支护方式和基本支护参数;对用于井内... 为探究斜井施工技术在三金考拉水电站中的应用问题,提出了适合该水电站斜井的开挖施工技术和井口顶部和底部防护要求;针对斜井开挖采用一次性扩挖成型工艺,提出了锚杆+挂网喷混凝土相结合的锚喷斜井支护方式和基本支护参数;对用于井内交通运输的卷扬机进行受力性能分析。研究表明:斜井施工时的导孔、扩孔钻进施工参数要进行合理控制;卷扬机钢丝绳最小破断拉力为296 kN,钢丝绳安全系数为22.79。 展开更多
关键词 斜井施工 三金考拉水电站 斜井支护 卷扬机受力性能
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