The Taconite Inlet Lakes Project: a systems approach to paleoclimatic reconstruction

A comprehensive study of meteorological, hydrological, limnological and sedimentological conditions in the watersheds of density-stratified (meromictic) lakes around Taconite Inlet, Northern Ellesmere Island, N.W.T., Canada was carried out from 1990–1992. Lakes C1 and C2 contain seawater trapped by isostatic uplift as the former embayments became isolated from the sea. These lakes, and Lake C3, contain varved sediments which provide an annually resolvable paleoclimatic record. By studing the major systems influencing sedimentation in one of these lakes (Lake C2) a better understanding of the climatic controls on varve formation, and hence on the paleoclimatic signal in the varved sediment record, was obtained. The varves of Lake C2 provide a proxy record of summer temperature for the region.This is the first in a series of papers published in this issue on the Taconite Inlet Lakes Project. These papers were collected by Dr R. S. Bradley.     

塔里木河流域绿洲边缘土壤蒸发与积盐的初步分析

本文通过对塔里木河流域土壤分的分析测定,视频研究了盐分积累的特点及其与蒸发的关系;盐分含量高,累积速度快、表聚性强。     

黑河流域水资源生态环境安全问题研究

对黑河流域水文资料进行分析计算发现, 由于有冰川补给流域水资源比较稳定, 最枯年和最丰年水资源量之比仅为1:2, 这在北方河流中是非常罕见的。多年平均水资源量为32.31亿m³·a^-1, 人均水资源量为1689m³·a^-1, 略低于国际上公认的人均水资源安全警戒线1000~1700m³·a^-1的上限。根据黑河流域水资源反复转化多次重复利用的特点, 扣除7.5亿m³·a^-1的生态用水量, 结合流域正在执行的综合整治和节水措施的推广, 目前水资源状况是安全的, 下游生态环境的危机可以通过水资源统一调配来解决。依据天然出山水资源变化和水土资源开发利用规模及额济纳旗生态环境状况, 在不增加土地灌溉规模并适当采取节水措施的前提下, 可以确定32.31亿m³·a^-1的天然来水量为流域水资源安全临界线, 28亿m³·a^-1的天然来水量为流域水资源安全警戒线。     

论文化景观的特性

文化景观是人类活动的产物，文化景观研究是文化地理学的主要研究领域之一，而作为文化景观研究的重要组成部分的文化景观特性研究无疑将推动这一领域研究的进一步发展。运用比较分析方法，根据文化景观的定义，探讨文化景观具有时代性、继承性、叠加性、区域性、民族性等五大特性，并对这些特性进行科学的界定和详细的阐述，展示出这五大特性之间所存在的矛盾统一关系和其内在的紧密联系，进一步说明这些特性的实际意义和利用价值。     

金沙江下游云南小江流域山地灾害综合区划

在分别完成云南小江流域泥石流危险度区划、滑坡危险度区划和土壤侵蚀强度分区的基础上,对小江流域山地灾害进行综合区划。结果为,共分为三个不同等级的山地灾害综合区:(1)一级(高危险度)山地灾害综合区,(2)二级(次高危险度)山地灾害综合区和(3)四级(低危险度)山地灾害综合区;无三级(中危险度)山地灾害综合区。其中一级(高危险度)区面积1 425.34 km2,有泥石流沟84条,占区划区域泥石流沟总数的60.0%,有滑坡137个,占区划区域滑坡总数的77.4%,土壤侵蚀强度以轻、中度为主;二级(次高危险度)区面积756.79 km2,有泥石流沟35条,占区划区域泥石流沟总数的25.0%,有滑坡34个,占区划区域滑坡总数的19.2%,土壤侵蚀以轻、中度为主;四级(低危险度)区面积863.20 km2,有泥石流沟21条,占区划区域泥石流沟总数的15.0%,有滑坡6个,占区划区域滑坡总数的3.4%,土壤侵蚀以轻度为主。     

Hydro-geomorphic hazards and impact of man-made structures during the catastrophic flood of June 2000 in the Upper Guil catchment (Queyras, Southern French Alps)

The Guil River Valley (Queyras, Southern French Alps) is prone to catastrophic floods, as the long historical archives and Holocene sedimentary records demonstrate. In June 2000, the upper part of this valley was affected by a “30-year” recurrence interval (R.I.) flood. Although of lower magnitude and somewhat different nature from that of 1957 (>100-year R.I. flood), the 2000 event induced serious damage to infrastructure and buildings on the valley floor. Use of methods including high-resolution aerial photography, multi-date mapping, hydraulic calculations and field observations made possible the characterisation of the geomorphic impacts on the Guil River and its tributaries. The total rainfall (260 mm in four days) and maximum hourly intensity (17.3 mm h⁻¹), aggravated by pre-existing saturated soils, explain the immediate response of the fluvial system and the subsequent destabilisation of slopes. Abundant water and sediment supply (landsliding, bank erosion), particularly from small catchment basins cut into slaty, schist bedrock, resulted in destructive pulses of debris flow and hyperconcentrated flows. The specific stream power of the Guil and its tributaries was greater than the critical stream power, thus explaining the abundant sediment transport. The Guil discharge was estimated as 180 m³ s⁻¹ at Aiguilles, compared to the annual mean discharge of 6 m³ s⁻¹ and a June mean discharge of 18 m³ s⁻¹. The impacts on the Guil valley floor (flooding, aggradation, generalised bank erosion and changes in the river pattern) were widespread and locally influenced by variations in the floodplain slope and/or channel geometry. The stream partially reoccupied former channels abandoned or modified in their geometry by various structures built during the last four decades, as exemplified by the Aiguilles case study, where the worst damage took place. A comparative study of the geomorphic consequences of both the 1957 and 2000 floods shows that, despite their poor maintenance, the flood control structures built after the 1957 event were relatively efficient, in contrast to unprotected places. The comparison also demonstrates the role of land-use changes (conversion from traditional agro-pastoral life to a ski/hiking-based economy, construction of various structures) in reducing the Guil channel capacity and, more generally, in increasing the vulnerability of the human installations. The efficiency of the measures taken after the 2000 flood (narrowing and digging out of the channel) is also assessed. Final evaluation suggests that, in such high mountainous environments, there is a need to keep most of the 1957 flooded zone clear of buildings and other structures (aside from the existing villages and structures of particular economic interest), in order to enable the river to migrate freely and to adjust to exceptional hydro-geomorphic conditions without causing major damage.     

阿克苏河流域的面雨量序列及其与径流关系

以数字高程模型 (DEM) 的1km×1km网格数据为基础,对阿克苏河流域14个气象站和水文站的1961~2000年的年降水资料进行了自然正交分解 (EOF),通过回归分析,建立主要特征向量与地理因子的插值模型,给出了一个面雨量序列的计算方法,为建立气候要素的区域平均序列提供了一个有效的解决方案,并由此推算出年阿克苏流域平均年降水量的空间分布以及面雨量序列。径流量与面雨量之比 (R/P) 平均为0.43,最高为0.69 (1997年),最低为0.30 (1963年)。计算出的阿克苏河流域面雨量序列与阿克苏河实测径流量序列的趋势变化率分别为5.79×10⁸ m³/10a和4.29×10⁸ m³/10a,两者均表现出增加趋势,但面雨量的增加速率要比径流量大一些,年际变化幅度也要大,面雨量和径流量的变差系数Cv值分别为0.17和0.13。阿克苏河年径流量的变化与夏季0^oC层高度、年面雨量有着十分密切的关系,表明20世纪90年代以来新疆气候的变化是阿克苏河流域径流稳定增加的一个非常重要的因素。     

Sediment routing in the Zagros foreland basin: Drainage reorganization and a shift from axial to transverse sediment dispersal in the Kurdistan region of Iraq

In the northwestern sector of the Zagros foreland basin, axial fluvial systems initially delivered fine-grained sediments from northwestern source regions into a contiguous basin, and later transverse fluvial systems delivered coarse-grained sediments from northeastern sources into a structurally partitioned basin by fold-thrust deformation. Here we integrate sedimentologic, stratigraphic, palaeomagnetic and geochronologic data from the northwestern Zagros foreland basin to define the Neogene history of deposition and sediment routing in response to progressive advance of the Zagros fold-thrust belt. This study constrains the depositional environments, timing of deposition and provenance of nonmarine clastic deposits of the Injana (Upper Fars), Mukdadiya (Lower Bakhtiari) and Bai-Hasan (Upper Bakhtiari) Formations in the Kurdistan region of Iraq. Sediments of the Injana Formation (~12.4–7.75 Ma) were transported axially (orogen-parallel) from northwest to southeast by meandering and low-sinuosity channel belt system. In contrast, during deposition of the Mukdadiya Formation (~7.75–5 Ma), sediments were delivered transversely (orogen-perpendicular) from northeast to southwest by braided and low-sinuosity channel belt system in distributive fluvial megafans. By ~5 Ma, the northwestern Zagros foreland basin became partitioned by growth of the Mountain Front Flexure and considerable gravel was introduced in localized alluvial fans derived from growing topographic highs. Foredeep accumulation rates during deposition of the Injana, Mukdadiya and Bai-Hasan Formations averaged 350, 400 and 600 m/Myr respectively, suggesting accelerated accommodation generation in a rapidly subsiding basin governed by flexural subsidence. Detrital zircon U-Pb age spectra show that in addition to sources of Mesozoic-Cenozoic cover strata, the Injana Formation was derived chiefly from Palaeozoic-Precambrian (including Carboniferous and latest Neoproterozoic) strata in an axial position to the northwest, likely from the Bitlis-Puturge Massif and broader Eastern Anatolia. In contrast, the Mukdadiya and Bai-Hasan Formations yield distinctive Palaeogene U-Pb age peaks, particularly in the southeastern sector of the study region, consistent with transverse delivery from the arc-related terranes of the Walash and Naopurdan volcano-sedimentary groups (Gaveh-Rud domain?) and Urumieh-Dokhtar magmatic arc to the northeast. These temporal and spatial variations in stratigraphic framework, depositional environments, sediment routing and compositional provenance reveal a major drainage reorganization during Neogene shortening in the Zagros fold-thrust belt. Whereas axial fluvial systems initially dominated the foreland basin during early orogenesis in the Kurdistan region of Iraq, transverse fluvial systems were subsequently established and delivered major sediment volumes to the foreland as a consequence of the abrupt deformation advance and associated topographic growth in the Zagros.     

人口密度的空间降尺度分析与模拟——以贵州猫跳河流域为例

人口调查统计以行政区划为基本单元,数据精度不能满足较高分辨率的空间结构分析,也难以在地理综合研究中与自然地理要素数据相匹配.因此,人口密度空间化成为地理学的重要研究方向之一.本文基于贵州省猫跳河流域的乡镇人口数据,采用GIS空间分析技术与统计学方法,分析了人口密度与空间因子的关系;并采用多元回归的方法建立了人口密度数据...     

鄂尔多斯盆地及邻区晚石炭世本溪期构造—沉积环境及原型盆地特征

原型盆地恢复有助于盆地构造—岩相古地理的研究和揭示盆山耦合,对油气勘探与开发具有重要的指导意义。本文利用最新的钻井、测井及露头资料,以沉积相为研究实体,运用盆—山结合的思路,由点—线—面进行分析,重建了鄂尔多斯盆地晚石炭世本溪组沉积时期的构造—沉积环境,研究了原型盆地特征及性质。本溪组沉积期,鄂尔多斯盆地沉积具有东西分异的特征：淳化—庆阳—吴起地区及北部伊盟地区为暴露剥蚀区,东部为克拉通内坳陷盆地,西部为克拉通边缘裂陷盆地。乌达—呼鲁斯台及鄂尔多斯—神木地区发育三角洲相,并向南逐渐推进;鄂西石嘴山、环县及鄂东府谷、延安地区以环带状潮坪—泻湖相为主,受间歇性海侵影响;吴忠、柳林—吉县地区发育低能的泻湖相;中卫—中宁、韩城及以东地区发育不同深度的陆棚及开阔台地。该时期盆地构造环境表现为南北向双向俯冲、贺兰拗拉槽再活化,格局经历了南隆北倾向北隆南倾的转变。受此影响,鄂尔多斯盆地构造古地理格局开始由东西分异逐渐向南北分异转变,受东西两侧海侵影响沉积相带呈环带状展布,但在盆地北部发育潮控三角洲,表现出近缘特征。晚石炭世鄂尔多斯盆地构造—沉积环境与原型盆地特征与其对周缘大地构造运动的响应。