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121.
EVOLUTIONALCHARACTERISTICSOFHYPER-CONCENTRATEDFLOWINBRAIDEDCHANNELOFTHEYELLOWRIVER¥QIPu;LIWenxue(Seniorengineer,InstituteofHy... 相似文献
122.
前汛期北江洪水过程水汽汇与河水流量的关系 总被引:4,自引:0,他引:4
本文分析了1980-1984年4-6月和1994年6月洪水过程北江流域的大气水汽汇特征及其与河水流量的关系。结果表明:前汛期洪水过程的前期大乞一般连续存在超过一定值的较强水汽汇,时间为1周左右,洪水的发生是强水汽汇连续产生的径流的积累所致;北江流域洪水期水汽汇的极大峰一般比石角站的洪峰流量超前2天左右,本文结果为洪水的预报提供一条新思路。 相似文献
123.
本文阐述了浙江东部沿海海蚀地貌的分布特征,认为高位古海蚀地貌是浙江东部一种普遍存在的现象,这些海蚀地貌确系古海面遗迹,但它们今日之分布高度乃是长时期构造抬升作用的结果。同期海蚀地貌的分布高度不同,除在形成时受到各种因素制约外,断块间的差异升降运动也是其影响因素之一。 相似文献
124.
Susan Marriott 《地球表面变化过程与地形》1992,17(7):687-697
Samples of sediment collected from the Severn floodplain between Worcester and Gloucester following the severe flooding in January and February 1990, were analysed for their grain size distribution. The results show that most sand was deposited within 20 m of the channel bank, but that fine sand may contribute to flood sediment across the width of the floodplain. James' (1985) numerical model of overbank sedimentation attempts to predict the transfer of sediment to the floodplain during flooding. Geometrical and hydraulic data relating to the Severn flood are used as input for a computer program of James' (1985) model. The pattern of sediment concentrations predicted by the model was compared with that obtained from statistical analysis of the flood sediment. The patterns were found to be similar, so James' (1985) model was considered to predict in a relative sense the distribution of flood sediment. 相似文献
125.
1991年淮河流域农村洪涝灾情分析 总被引:11,自引:0,他引:11
本文从灾害系统的概念出发,分析了1991年淮河流域苏皖地区农村洪水的雨情、水情和灾情,并探讨了这次洪水对农村造成严重灾情的原因。 相似文献
126.
ABSTRACTFlood risk management strongly relies on inundation models for river basin zoning in flood-prone and risk-free areas. Floodplain zoning is significantly affected by the diverse and concurrent uncertainties that characterize the modelling chain used for producing inundation maps. In order to quantify the relative impact of the uncertainties linked to a lumped hydrological (rainfall–runoff) model and a FLO-2D hydraulic model, a Monte Carlo procedure is proposed in this work. The hydrological uncertainty is associated with the design rainfall estimation method, while the hydraulic model uncertainty is associated with roughness parameterization. This uncertainty analysis is tested on the case study of the Marta coastal catchment in Italy, by comparing the different frequency, extent and depth of inundation simulations associated with varying rainfall forcing and/or hydraulic model roughness realizations. The results suggest a significant predominance of the hydrological uncertainty with respect to the hydraulic one on the overall uncertainty associated with the simulated inundation maps. 相似文献
127.
ABSTRACT In many places, magnitudes and frequencies of floods are expected to increase due to climate change. To understand these changes better, trend analyses of historical data are helpful. However, traditional trend analyses do not address issues related to shifts in the relative contributions of rainfall versus snowmelt floods, or in the frequency of a particular flood type. We present a novel approach for quantifying such trends in time series of floods using a fuzzy decision tree for event classification and applied it to maximal annual and seasonal floods in 27 alpine catchments for the period 1980–2014. Trends in flood types were studied with Sen’s slope and double mass curves. Our results reveal a decreasing number of rain-on-snow and an increasing number of short rainfall events in all catchments, with flash floods increasing in smaller catchments. Overall, the results demonstrate the value of incorporating a fuzzy flood-type classification into flood trend analyses. 相似文献
128.
D. J. Gilvear 《水文研究》1989,3(3):261-276
Reservoir release wave routing during 33 controlled reservoir releases, along 15 upland boulder bed river channel reaches, on five different regulated rivers were monitored to assess the importance of river channel roughness and reservoir release magnitude on reservoir release wave speeds. Wave speeds varied between 0.52 and 3.01 m s?1. Reservoir release wave translation, steepening, and attenuation occurred. With high channel roughness values reservoir release wave arrival speed is retarded in comparison to peak stage and wave steepening occurs, but with a reduction in channel roughness reservoir release wave front arrival is accelerated producing attentuation. The threshold between reservoir release wave front attenuation and steepening occurs at a pre-release discharge/channel width of approximately 0.1, an index of channel roughness. The paper also demonstrates, via comparison of observed and calculated reservoir release wave speeds on the River Washburn, Yorkshire, the difficulty of accurately predicting flood wave movement in upland boulder bed channels using existing prediction equations. The calculated values, however, revealed systematic error with pre-release discharge and reservoir release magnitude. Apparently the equations fail to account for the effects of high channel roughness together with pressure gradient forces, induced by rapid rates of stage change on the rising limb of reservoir releases. In order to accurately predict reservoir release wave movement in regulated rivers, this paper demonstrates that hydraulic studies need to be undertaken and pre-release discharges prescribed to determine desired reservoir release wave routing behaviour. Manipulation of the reservoir release pattern at the dam alone, cannot dictate reservoir release wave front form downstream or wave speed. 相似文献
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130.