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991.
The Sonoran Desert portion of the Basin and Range physiographic province contains a number of streams that now flow across once-closed basins. We explore here the research questions of if and how granitic rock pediments respond to the transition from rimming endorheic basins to bordering through-flowing streams. Granitic rock pediments of the northern Usery and eastern McDowell Mountains once graded to the closed Miocene–Pliocene Pemberton basin that occupied the present-day location of the confluence of the Salt and Verde Rivers. The process of lake overflow, which integrated these rivers, first aggraded fill terraces that, in turn, caused aggradation of a mantle of transported grus on bedrock pediments. Subsequent episodic incision of the Salt and Verde rivers lowered the base level; this led to the development of erosional features such as rolling topography of a degrading pediment mantle; exposure of the former piedmont angle and its associated zones of enhanced bedrock decay and regolith carbonate; and exposure of spheroidally weathered bedrock and emerging tors, some of which experienced 20th century erosion. The granitic pediments of the former Pemberton Basin, which now transport grus to the Salt and Verde rivers, have actively adjusted to aggradational and degradational events associated with drainage integration and do not appear to be inherited from an ancient wet climatic interval.  相似文献   
992.
一致性假设一直是洪水频率分析的基本假设条件,但在气候变化与人类活动综合影响下,水文极值序列的一致性假设受到极大挑战。基于此,以东江流域为例,运用GAMLSS模型(广义可加模型),将时间、气候指标(北极涛动AO、北太平洋涛动NPO、太平洋年代际振荡PDO和南方涛动SOI)以及水库指标(Reservoir Index)统一纳入洪水频率分析中,并对东江流域1954―2009年年最大流量序列(AMS)进行频率分析,结果表明:1)龙川、河源和岭下站年最大流量序列均值与时间呈线性关系,方差为常量,而博罗站均值和方差与时间均呈非线性关系;2)水库对各水文站点AMS均值有显著线性影响;3)NPO对各站点AMS均值有显著线性影响,NPO值较高时,东江流域可能面临着较低的洪水风险,在一致性假设前提下,可能高估洪水设计值,反之亦然;而PDO对各站点方差有显著线性(岭下、博罗)/非线性(龙川、河源)影响;4)以时间为协变量构建非一致性模型,研究得出:龙川、河源和岭下3站T年一遇洪水设计值均呈单调下降趋势,博罗站1954―1995年左右洪水设计值呈下降趋势,而在1996―2009年呈上升趋势;以气候与水库为协变量构建非一致性模型,研究表明:龙川、河源和岭下3站T年一遇洪水设计值均因水库影响呈向下跃变;5)以气候和水库为协变量的非一致性模型对洪水频率具有良好的预测能力,为非一致条件下设计洪水的预测提供了新的预测方法。  相似文献   
993.
基于上市公司网络的长三角城市网络空间结构研究   总被引:24,自引:8,他引:16  
李仙德 《地理科学进展》2014,33(12):1587-1600
公司内部网络研究是当前城市经济网络研究的重要内容.本文利用2005、2010年长三角A股上市公司企业网络数据库,运用社会网络分析方法、位序—规模分析法等,分析了2005、2010年长三角城市网络空间结构演变及其主要影响因素.研究发现:①长三角上市公司总部沿沪宁—沪杭—杭甬Z字形轴线集聚,从一主(上海)二副(杭州、南京)三中心向一主(上海)三副(杭州、苏州、南京)四中心空间结构演变;苏州超过南京成为第三大企业总部集聚中心.②长三角城市网络核心—边缘结构整体延续,Z字形轴线城市维持核心地位,具备强大的网络权力与威望.③长三角城市网络除等级扩散、邻近扩散等特征之外.还具有明显的行政地域性.主要体现在省会南京、杭州分别成为江苏、浙江省内外上市公司子公司的重要据点;尤其是南京凭借省会优势,中心度仍然高于总部职能较强的苏州.④在长三角经济一体化背景下,跨行政地域性的联系有所加强,特别是上海、苏南向苏中、苏北的扩散明显;浙西南仍是网络相对封闭、孤立的地带,中心度相对较低.⑤行政等级和区划,市场容量等是长三角城市网络空间结构的主要影响因素,而到上海高速公路时间距离、劳动力成本和土地成本的影响在统计上未通过显著性检验.  相似文献   
994.
Palaeoflood hydrology study is a leading subject in global change study. Through field investigation in the upper reaches of Hanjiang River, palaeoflood slackwater deposits(SWD) were found in the bedrock gorges of the Yunxi reach. The results of field observation, laboratory analysis including particle-size distribution and magnetic susceptibility, and comparison with modern flood deposits, the SWD were identified as the most typical Holocene palaeoflood deposits of the Hanjiang River. By using stratigraphic correlation and OSL dating method, the palaeoflood event was dated to be 3200–2800 a BP at the turn from the middle to late Holocene. According to the palaeoflood peak stage and hydraulic parameters, the peak discharges of the palaeoflood were reconstructed as 48,830–51,710 m3/s by using the slope-area method. At same time, the flood peak discharges of 1983, 2005 and 2010 severe floods were reconstructed with the same method and hydraulic parameters in the same cross section. The error between the reconstructed and gauged discharges was 1.99%–4.21%. This showed that the reconstructed palaeoflood peak discharges were reliable. The flood peak discharge-frequency relationship at 10,000-year time scale was established by a combination of the gauged flood, historical flood and palaeoflood hydrological data. These results are very important for hydraulic engineering and flood mitigation on the Hanjiang River.  相似文献   
995.
基于雷达监测河川径流的测量及算法   总被引:1,自引:0,他引:1  
祁连山大野口流域由于水流急、河面宽,修筑量水堰有一定的难度,准确监测河川径流成了流域水量平衡和涵养水源功能机理研究的障碍。通过大野口流域雷达测流处水面比降、河川横断面面积、水力半径、流速仪实测流量、糙率和谢才系数等一系列测量和计算,可得出雷达监测水位与相应的河川径流量的函数关系式,并绘制出水位流量图。结果表明:雷达测流处水面平均比降为0.028;河川最大洪水断面宽13.4 m,高1.32 m;河川横断面糙率的平均值为0.059;雷达监测水位与相应的河川径流量的函数关系式为Q=0.0018H2-0.0206H(R2=0.9994),该关系式可有效解决修筑量水堰较难而利用雷达监测河川径流的难题。通过研究,可为中等流域尺度上进一步揭示水源涵养功能机理及其流域产流机制提供参考和科学依据,是实现未来水资源可持续开发利用的基础工作,其对认知特定区域水文过程的演变规律,保障内陆河流域水资源合理开发,维持河西地区农业可持续发展具有重要意义。  相似文献   
996.
2013-07-10,岷江上游暴发大型群发性泥石流灾害,泥石流以淘刷、冲击、淤塞、压顶、磨蚀等方式对地震灾区公路直接造成严重破坏,其引发的溃决洪水、河床上升增大受灾范围,加重了灾害损失。分析了泥石流对道路工程的成灾方式:对桥梁工程破坏包括淤塞、淘蚀基础、冲毁等;对路面路基工程破坏包括淤埋、淘刷路基、冲毁等;对隧道工程破坏包括堵塞隧道洞口,破坏洞口墙体并引起衬砌支护结构破坏,损毁隧道内附属设施等;对明洞、棚洞工程破坏包括堵塞洞口、冲毁洞口结构,磨蚀洞顶,压顶并引起衬砌支护结构破坏,损毁排水、通风、电力附属设施等。分析了泥石流造成道路严重损失的原因,其中,公路工程选址不当、风险估计不足,桥涵过流净空不足,泥石流防灾措施不完善,泥石流的严重冲刷、冲击作用是主要原因。针对泥石流危害公路的特征和地震区泥石流防治中存在问题,提出了地震山区公路在灾后重建与道路规划中的减灾措施。  相似文献   
997.
It is important to examine the lateral shift rate variation of river banks in different periods. One of the challenges in this regard is how to obtain the shift rate of river banks, as gauging stations are deficient for the study of river reaches. The present study selected the Yinchuan Plain reach of the Yellow River with a length of 196 km as a case study, and searched each point of intersection of 153 cross-sections(interval between two adjacent cross-sections was 1.3 km) and river banks in 1975, 1990, 2010 and 2011, which were plotted according to remote sensing images in those years. Then the shift rates for the points of intersection during 1975–1990, 1990–2010 and 2010–2011 were calculated, as well as the average shift rates for different sections and different periods. The results show that the left bank of the river reach shifts mostly to the right, with the average shift rates being 36.5 m/a, 27.8 m/a and 61.5 m/a in the three periods, respectively. Contemporarily, the right bank shifts mostly to the right in the first period, while it shifts to the left in the second and third periods, with the average shift rates being 31.7 m/a, 23.1 m/a and 50.8 m/a in the three periods, respectively. The average shift rates for the left and right banks during the period 1975–2011 are 22.3 m/a and 14.8 m/a, respectively. The bank shift rates for sections A, B and C are different. The shift rate ratio of the left bank in the three sections is 1:7.6:4.6 for shift to the left and 1:1.7:3.8 for shift to the right, while that of the right bank is 1:1.8:1.2 for shift to the left and 1:5.6:17.7 for shift to the right during the period 1975–2011. Obviously, the average shift rate is the least in section A, while it is maximum in section B for shift to the left and in section C for shift to the right. The temporal variation of the shift rate is influenced by human activities, while the spatial variation is controlled by the local difference in bank materials.  相似文献   
998.
泛长三角城市土地利用效益测度及时空格局演化   总被引:3,自引:0,他引:3  
以泛长三角地区为研究区域,从经济、社会、生态3维度构建城市土地利用效益指标体系,运用改进熵值法测度1995-2013年城市土地利用效益值;并通过ESDA分析技术、耦合度及多元回归模型等方法对泛长三角城市土地利用效益时空格局演化及机理进行了初步探讨。结果表明:1)1995-2013年泛长三角城市土地利用效益整体上呈提升趋势,且效益"南高北低、东高西低"差异显著;2)相邻城市单元表现出较弱的空间集聚特征,效益热点区主要分布在苏锡沪和宁杭地区,向皖江、绍甬地区演化,而效益冷点区主要集中在皖北地区;城市土地利用效益系统的耦合度不高,处于拮抗阶段向磨合阶段演化,仅个别城市效益系统耦合较好,呈"点"状形态分布;3)泛长三角城市土地利用效益时空格局演化主要受城市化水平、经济发展程度及土地市场化3个主要驱动力综合作用及影响。  相似文献   
999.
Based on monitored data from 840 samples, we assessed the spatial and temporal variability of groundwater salinization in the Tarim River lower reaches combining classical statistics and geostatistics. Results show that total dissolved solids (TDS) is significantly correlated with other related ions, such as Na+, Mg2+, Ca2-, C1- and K+. TDS and underground water level have characteristics of spatial autocorrelation, both of which present the isotropic characteristic and con- form to the spherical model in each year from 2001-2009. TDS is basically greater than 1 g/L but less than 2 g/L in the Tarim River lower reaches, which indicates that salt stagnation pollution is more serious. The most serious salinization (3 g/L 〈 TDS _〈 35 g/L) contaminated area is mainly in the middle and lower part of the study area.  相似文献   
1000.
Investigation on spatiotemporal variations of maximum seasonal freeze depth (MSFD) over the Heihe River Basin is of great importance for systematic understanding of regional climate and environmental change, ecological-hydrological processes, water resources assessment, construction and resource development. Based on soil and air temperatures at the meteorological stations of the China Meteorological Administration (CMA) over the Heihe River Basin, MSFDs time series are structured into a composite time series over the 1960-2007 period. Evaluating the averaged MSFD time series for 1960 2007 reveals a statistically significant trend of 4.0 cm/decade or a net change of-19.2 cm for the 48-year period over the basin. The MSFD had significantly negative correlation with mean annual air temperature (MAAT), winter air temperature, mean annual ground surface temperature (MAGST), degree days of thawing for the air (DDTa) as well as for the surface (DDTs), and degree days of freezing for the surface (DDFs). While there was significantly positive correlation between DDF,. and MSFD time series, MSFD was deeper and changed greatly in the Heihe River source area. It was shallower in the east-central basin and gradually deepened in other sections of the basin. The MSFD distribution pattern in 2003-2005 is consistent with that of averaged degree days of freezing for air (DDFa) in 1960-2007. However, the maximum of MSFD may not be accurate, because there is no long term observation data in the deep seasonally frozen ground regions near the lower boundary of permafrost. With increasing elevation, averaged DDFa increased at a rate of 51.6 ℃-day/100m, therefore, the MSFG and the date reaching MSFG became deeper and later, respectively.  相似文献   
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