首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   652篇
  免费   139篇
  国内免费   50篇
测绘学   11篇
大气科学   10篇
地球物理   374篇
地质学   259篇
海洋学   54篇
天文学   2篇
综合类   24篇
自然地理   107篇
  2024年   3篇
  2023年   7篇
  2022年   13篇
  2021年   31篇
  2020年   45篇
  2019年   43篇
  2018年   23篇
  2017年   33篇
  2016年   32篇
  2015年   34篇
  2014年   35篇
  2013年   60篇
  2012年   42篇
  2011年   30篇
  2010年   22篇
  2009年   36篇
  2008年   35篇
  2007年   35篇
  2006年   32篇
  2005年   30篇
  2004年   26篇
  2003年   33篇
  2002年   17篇
  2001年   19篇
  2000年   13篇
  1999年   5篇
  1998年   16篇
  1997年   16篇
  1996年   9篇
  1995年   6篇
  1994年   12篇
  1993年   6篇
  1992年   9篇
  1991年   5篇
  1990年   9篇
  1989年   1篇
  1988年   1篇
  1987年   1篇
  1986年   2篇
  1985年   6篇
  1984年   3篇
  1983年   1篇
  1982年   1篇
  1981年   2篇
  1976年   1篇
排序方式: 共有841条查询结果,搜索用时 406 毫秒
121.
Abstract

The lower course of the Acheloos River is an important hydrosystem in Greece, heavily modified by a cascade of four hydropower dams upstream, which is now being extended by two more dams in the upper course. The design of the dams and hydropower facilities that are in operation has not considered any environmental criteria. However, in the last 50 years, numerous methodologies have been proposed to assess the negative impacts of such projects to both the abiotic and biotic environment, and to provide decision support towards establishing appropriate constraints on their operation, typically in terms of minimum flow requirements. In this study, seeking a more environmentally-friendly operation of the hydrosystem, we investigate the outflow policy from the most downstream dam, examining alternative environmental flow approaches. Accounting for data limitations, we recommend the basic flow method, which is parsimonious and suitable for Mediterranean rivers, whose flows exhibit strong variability across seasons. We also show that the wetted perimeter–discharge method, which is an elementary hydraulic approach, provides consistent results, even without using any flow data. Finally, we examine the adaptation of the proposed flow policy (including artificial flooding) to the real-time hydropower generation schedule, and the management of the resulting conflicts.
Editor Z.W. Kundzewicz; Guest editor M. Acreman

Citation Efstratiadis, A., Tegos, A., Varveris, A., and Koutsoyiannis, D., 2014. Assessment of environmental flows under limited data availability: case study of the Acheloos River, Greece. Hydrological Sciences Journal, 59 (3–4), 731–750.  相似文献   
122.
采用等效线性动粘弹性模型描述土的动力非线性特性,基于一维等效线性波传法,对泉州盆地地震效应进行了分析;同时,采用修正Martin-Seed-Davidenkov动粘弹塑性模型描述土的动力非线性特性,对泉州盆地非线性地震效应进行了大尺度二维精细化有限元分析,研究了地形地貌和土层横向不均匀性对地震效应的影响。将两种分析结果进行对比,结果表明:①随着基岩输入地震动强度增大,地表峰值加速度PGA放大效应总体呈现减小趋势,中震与小震、大震与小震的地表PGA放大系数之比依次为0.83~0.99、0.72~0.97;②该盆地Ⅲ类场地处,基岩、地表起伏不大,且土层横向分布较均匀,两种方法计算得到的地震效应特征类似;基岩或地表起伏剧烈、土层横向分布明显不均匀的Ⅱ类场地上,二维非线性分析给出的地表PGA放大系数明显大于一维等效线性结果,两种方法得到的地表加速度反应谱及PGA随土层深度的变化特征存在显著差异,二维非线性分析给出的地表加速度反应谱大多呈现双峰甚至多峰现象,且PGA在土层特定深度处存在聚集效应,使PGA随土层深度的变化呈现非单调性。  相似文献   
123.
Recolonisation of previously dry channels by stream invertebrates was studied in the Rakaia River during winter 1981 and summer 1982. The winter experiment continued for 42 days, with stable low flows, whereas the summer experiment was characterised by fluctuating large flows which caused it to be abandoned after 27 days. The fauna was dominated numerically by Chironomidae, a leptophlebiid mayfly (Deleatidium), and oligochaetes during the winter, and by Deleatidium alone during the summer. Recolonisation was considered complete after 33 days in winter and 15 days in summer. Flow fluctuations were the main factor affecting colonisation rates, and it was assumed that drift was the main source of colonising animals. Small freshes during low‐flow periods in winter resulted in a rapid increase in total density of invertebrates and number of taxa present and also affected the population structure of Deleatidium larvae in colonisation baskets. Before these freshes numbers had increased steadily over a 27 day period. In summer large floods during high flow periods initially decreased benthic invertebrate numbers in samples but numbers increased rapidly once the flood had passed. This appears to be the first study of its kind on a large unstable river system.  相似文献   
124.
Riffles and points of divergence of branch channels in braided rivers are critical controls upon passage of fish and recreational boats because they are points at which depths are at a minimum. Depths on randomly selected riffles were measured in braided reaches of the Ashley, Hurunui, and Rakaia Rivers and related to discharge; minimum depths encountered in extended reaches of these rivers at a range of flows have also been measured. The data can be used to predict minimum available passage depths at a specified flow, or conversely, to predict the discharge required to maintain a specified minimum passage depth. However, presently available estimates of critical minimum depths required for various instream uses (migration of salmonids, jetboating) appear excessively conservative, and minimum depth requirements must be more accurately determined before instream flow needs can be properly assessed.  相似文献   
125.
The general nature of bulk flow within bedrock single‐channel reaches has been considered by several studies recently. However, the flow structure of a bedrock‐constrained, large river with a multiple channel network has not been investigated previously. The multiple channel network of the Siphandone wetlands in Laos, a section of the Mekong River, was modelled using a steady one‐dimensional hydraulic model. The river network is characterized by a spatially‐varying channel‐form leading to significant changes in the bulk flow properties between and along the channels. The challenge to model the bulk flow in such a remote region was the lack of ideal boundary conditions. The flow models considered both low flow, high inbank and overbank flows and were calibrated using SPOT satellite sensor imagery and limited field data concerning water levels. The application of the model highlighted flow characteristics of a large multi‐channel network and also further indicated the field data that would be required to properly characterize the flow field empirically. Important results included the observation that adjacent channels within the network had different water surface slopes for the same moments in time; thus calibration data for modelling similar systems needs to account for these significant local differences. Further, the in‐channel hydraulic roughness coefficient strongly varied from one cross‐section to the next (Manning's ‘n’ range: 0·01 to 0·10). These differences were amplified during low flow but persisted in muted form during high discharges. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
126.
Morphological features of braided rivers (bars, channels and pools) experience major changes in area, shape and spatial distribution as a response to (i) the pulsation of discharge during a flood and (ii) the bed evolution induced by floods. In this work, at‐a‐station relationships between water level and planform configuration were investigated on the Tagliamento River, a large gravel‐bed braided river in northeast Italy, over a 2‐year study period comprising three bankfull events and several small‐to‐medium floods. The analysis was performed on two 1‐km‐long reaches, characterized by different riparian vegetation cover. Ground‐based images with an hourly temporal resolution were acquired using software‐controlled, digital cameras. Bars, channels, pools and vegetated patches were manually digitized on more than 100 rectified images. Sequences of constant‐level images spanning the study period were used to quantify the impact of floods on the stability of at‐a‐station relationships and on the turnover rate of water bodies. The analysis shows that wetted area increased almost linearly with water level in both reaches. The average number of branches per cross‐section peaked at intermediate flow levels, increasing from 2 at low flow up to 6–7. The number of branches displayed the largest fluctuations over time, with significant changes produced also by moderate floods. Turnover rates were high in both reaches, with more than 30% of wetted areas at low flow converting into bare gravel in less than 2 months. Vegetation colonization was found to limit the mobility of the low flow channels over time by concentrating the flow in fewer, deeper anabranches. The number of channels per cross‐section was 30–40% less in the vegetated reach and the proportion of low flow water bodies in the same position after 12 months increased from 3% to 14%. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
127.
以年极端洪水超标率来反映区域极端洪水, 分析了新疆区域极端洪水变化; 以年最大洪峰记录分析了天山山区主要河流极端洪水变化规律, 并用14站资料分析了天山山区气候变化特征, 讨论了天山主要河流极端洪水变化对区域气候变化的响应. 结果表明: 受气候变暖影响, 1957-2006年全疆极端洪水呈区域性加重趋势, 尤其南疆区域极端洪水明显加剧, 北疆区域也有加重趋势, 但相对较缓. 全疆及北疆、 南疆在20世纪90年代中期以来都处于洪水高发阶段. 近50 a来, 在新疆区域洪水呈加重趋势的变化背景下, 发源于天山南坡的托什干河和库玛拉克河年最大洪峰流量呈显著增加趋势, 发源于天山北坡的玛纳斯河与乌鲁木齐河年最大洪峰流量虽有增加, 但是变化趋势较缓. 以年最大洪峰流量发生转折年为界, 天山典型流域托什干河、 库玛拉克河、 玛纳斯河和乌鲁木齐河在20世纪90年代(或80年代)以来与前期相比, 呈现出相似的变化特征: 年最大洪峰流量明显增大, 年际间变化更加剧烈, 洪水年更频繁. 以年最大洪峰流量发生转折年份为界, 玛纳斯河、 托什干河和乌鲁木齐河后期的年最大洪峰集中日期较前期推迟2~9 d, 库玛拉克河却提前5 d. 玛纳斯河、 乌鲁木齐河和库玛拉克河后期的集中度较前期增加0.8%~8.3%, 托什干河减小1.1%. 1961-2010年, 新疆天山山区气温明显上升, 升温率为0.34 ℃·(10a)-1, 1997年以后明显增暖; 天山山区降水显著增加, 增加速率15.6 mm·(10a)-1, 同时极端降水强度增大、 频数增多. 近50 a来天山主要河流极端洪水变化与区域增温以及天山山区极端降水事件增多等有密切关系.  相似文献   
128.
Reports of abruptly declining flows of Canada's Athabasca River have prompted concern because this large, free‐flowing river could be representative for northern North America, provides water for the massive Athabasca oil‐sands projects and flows to the extensive and biodiverse Peace–Athabasca, Slave and Mackenzie River deltas. To investigate historic hydrology along the river and its major tributaries, we expanded the time series with interpolations for short data gaps; calculations of annual discharges from early, summer‐only records; and by splicing records across sequential hydrometric gauges. These produced composite, century‐long records (1913–2011) and trend detection with linear Pearson correlation provided similar outcomes to nonparametric Kendall τ‐b tests. These revealed that the mountain and foothills reaches displayed slight increases in winter discharges versus larger declines in summer discharges and consequently declining annual flows (~0.16% per year at Hinton; p < 0.01). Conversely, with contrasting boreal contributions, the Athabasca River at Athabasca displayed no overall trend in monthly or annual flows, but there was correspondence with the Pacific Decadal Oscillation that contributed to a temporary flow decline from 1970 to 2000. These findings from century‐long records contrast with interpretations from numerous shorter‐term studies and emphasize the need for sufficient time series for hydrologic trend analyses. For Northern Hemisphere rivers, the study interval should be at least 80 years to span two Pacific Decadal Oscillation cycles and dampen the influence from phase transitions. Most prior trend analyses considered only a few decades, and this weakens interpretations of the hydrologic consequences of climate change. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   
129.
高寒沼泽湿地是青藏高原重要的水源涵养地,其沉积物是研究过去环境变化的重要载体.在三江源区果洛州(GLS)和青海湖北岸(QHHS)选取典型高寒沼泽湿地作为研究样地,调查其植被群落特征,并根据湿地沉积剖面的光释光年代和孢粉数据,分析湿地的古植被和古环境状况.结果表明:优势种(藏嵩草)在三江源区湿地群落和青海湖流域湿地群落中所占的优势度分别是24.43和14.74;从土壤孢粉信息表现出两个沼泽湿地自发育以来植被优势种以莎草科为主. GLS剖面显示,0~50 cm深和80~140 cm深的孢粉浓度显著高于50~80 cm深处的浓度;20 cm以下的沉积物中,花粉浓度与有机质含量呈正相关趋势,与δ13C呈负相关趋势.高寒沼泽湿地中,孢粉数据能较好地反映植物群落中莎草科的优势地位,与现生植物群落具有较好的一致性.  相似文献   
130.
An integral approach to bedrock river profile analysis   总被引:5,自引:0,他引:5  
Bedrock river profiles are often interpreted with the aid of slope–area analysis, but noisy topographic data make such interpretations challenging. We present an alternative approach based on an integration of the steady‐state form of the stream power equation. The main component of this approach is a transformation of the horizontal coordinate that converts a steady‐state river profile into a straight line with a slope that is simply related to the ratio of the uplift rate to the erodibility. The transformed profiles, called chi plots, have other useful properties, including co‐linearity of steady‐state tributaries with their main stem and the ease of identifying transient erosional signals. We illustrate these applications with analyses of river profiles extracted from digital topographic datasets. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号