全文获取类型
收费全文 | 772篇 |
免费 | 174篇 |
国内免费 | 157篇 |
专业分类
测绘学 | 188篇 |
大气科学 | 132篇 |
地球物理 | 174篇 |
地质学 | 265篇 |
海洋学 | 148篇 |
天文学 | 7篇 |
综合类 | 75篇 |
自然地理 | 114篇 |
出版年
2024年 | 1篇 |
2023年 | 8篇 |
2022年 | 28篇 |
2021年 | 28篇 |
2020年 | 35篇 |
2019年 | 39篇 |
2018年 | 34篇 |
2017年 | 36篇 |
2016年 | 44篇 |
2015年 | 45篇 |
2014年 | 58篇 |
2013年 | 60篇 |
2012年 | 53篇 |
2011年 | 61篇 |
2010年 | 50篇 |
2009年 | 57篇 |
2008年 | 41篇 |
2007年 | 56篇 |
2006年 | 48篇 |
2005年 | 43篇 |
2004年 | 37篇 |
2003年 | 48篇 |
2002年 | 25篇 |
2001年 | 34篇 |
2000年 | 21篇 |
1999年 | 24篇 |
1998年 | 14篇 |
1997年 | 10篇 |
1996年 | 9篇 |
1995年 | 4篇 |
1994年 | 8篇 |
1993年 | 15篇 |
1992年 | 7篇 |
1990年 | 6篇 |
1989年 | 4篇 |
1988年 | 2篇 |
1987年 | 3篇 |
1986年 | 3篇 |
1985年 | 1篇 |
1984年 | 2篇 |
1980年 | 1篇 |
排序方式: 共有1103条查询结果,搜索用时 31 毫秒
1.
及时掌握水稻的时空分布信息,对调整和优化农业生产结构至关重要。论文利用综合考虑植被物候和地表水变化的水稻自动制图方法,结合海拔、地表水体因素开展2001—2017年东北地区水稻分布的时空演变研究。通过889个地面调研点位对水稻分类结果验证,总体精度达90.66%,Kappa系数为0.8128。研究表明:① 21世纪初,东北地区水稻种植面积呈先略减后持续增加的趋势,2017年水稻种植面积达2001年的2.13倍。其中,水稻扩张面积的60%分布在三江平原,30%分布在松嫩平原,下辽河平原仅占不足5%。水稻扩张的海拔优势区间在200 m范围内,随着海拔的上升水稻扩张与地表水关系越来越密切。② 三江平原内,水稻扩张幅度在海拔30~70 m范围内逐渐增加,使优势区间从相对高度70 m缩减至40 m内,也使得分布优势逐渐趋向于距地表水体较远的区域。而松嫩平原和下辽河平原水稻种植分布的海拔优势区间始终分别保持在相对高度100 m、40 m内。③ 三江平原水稻的集中分布和急剧扩张,使水稻分布优势逐渐趋向于距地表水体远的区域,这将对地下水带来更大的压力;而松嫩平原水稻分布受地表水体影响较大,分布优势随着距地表水体距离的增加而减小。研究可为农业部门评估水资源承载力、保障农业可持续发展提供数据支撑及理论参考。 相似文献
2.
Feiyu Liu Wenqing Wu Jun Wang Jun Hai Yuanqiang Cai 《Marine Georesources & Geotechnology》2020,38(2):164-173
AbstractTo achieve the rapid dewatering of dredged sludge, the flocculation–vacuum-preloading method was tested indoors. In this study, the optimal mixing ratio of six flocculants was determined through the settling column test, and then the proposed method was tested. The water drainage and settlement were monitored during the test, while the soil moisture content and shear strength were measured after the test. The results show that all the flocculants had an optimal mixing ratio, and the addition of 0.8% FeCl3 or 0.08% anionic polyacrylamide (APAM) in the sludge can better accelerate solid–liquid separation of the sludge. After the test, the water content in the sludge decreased from 140% to 60%. Compared with general vacuum preloading, the use of the proposed method increased the water drainage by 46.5% and 56.8% and decreased the soil volumes by 60.5% and 82.4% for FeCl3 and APAM, respectively. Moreover, the corresponding shear strength was increased from 10 to 14 and 17?kPa. In addition, the use of APAM increased the solidification rate of heavy metals in the sludge to more than 80%, effectively inhibiting the migration of heavy metals. 相似文献
3.
Emiliano Matta 《地震工程与结构动力学》2018,47(3):714-737
The seismic performance of tuned mass dampers (TMDs) on structures undergoing inelastic deformations may largely depend on the ground motion intensity. By estimating the impact of each seismic intensity on the overall cost of future seismic damages, lifecycle cost (LCC) proves a rational metric for evaluating the benefits of TMDs on inelastic structures. However, no incorporation of this metric into an optimization framework is reported yet. This paper presents a methodology for the LCC‐optimal design of TMDs on inelastic structures, which minimizes the total seismic LCC of the combined building‐TMD system. Its distinctive features are the assumption of a mass‐proportional TMD cost model, the adoption of an iterative suboptimization procedure, and the initialization of the TMD frequency and damping ratios according to a conventional linear TMD design technique. The methodology is applied to the seismic improvement of the SAC‐LA benchmark buildings, taken as representative of standard steel moment‐resisting frame office buildings in LA, California. Results show that, despite their limited performance at the highest intensity levels, LCC‐optimal TMDs considerably reduce the total LCC, to an extent that depends on both the building vulnerability and the TMD unit cost. They systematically present large mass ratios (around 10%) and frequency and damping ratios close to their respective linearly designed optima. Simulations reveal the effectiveness of the proposed design methodology and the importance of adopting a nonlinear model to correctly evaluate the cost‐effectiveness of TMDs on ordinary structures in highly seismic areas. 相似文献
4.
在总结分析现有整治水位确定方法的基础上,根据潮流界以下河段的水沙运动特性,本文提出一种基于输沙能力的航道整治水位确定方法。考虑上游来水、下游潮汐为独立事件,统计潮流界以下河段上游来水、下游潮汐不同等级组合出现的频率,采用数学模型计算相应组合下河段沿程的潮位、流速过程,以流速四次方代表水流的输沙能力,统计不同潮位等级对应的综合净输沙能力,确定最大综合净输沙能力对应的水位为(最优)航道整治水位。以长江下游白茆沙水道和福姜沙水道为例,计算了所在河段的航道整治水位,并探讨了起动流速对整治水位计算的影响和最高整治水位概念对工程的意义。 相似文献
5.
ABSTRACT Developing a general framework to capture the complexities associated with the non-linear and adaptive nature of farmers facing water resources scarcity is a challenging problem. This paper integrates agent-based modelling (ABM) and a data mining method to develop a hybrid socio-hydrological framework to provide future insights for policy-makers. The data associated with the farmers’ main characteristics were collected through field surveys and interviews. Afterwards, the association rule was employed to discover the main patterns representing the farmers’ agricultural decisions. The discovered patterns were then used as the behavioural rules in ABM to simulate the agricultural activities. The proposed framework has been was applied to explore the interactions between agricultural activities and the main river feeding the Urmia-Lake, Iran. The outcomes indicate that farmers’ acquisitive traits and belongings have significant impacts on their socio-hydrological interactions. The reported values of the efficiency criteria may support the satisfactory performance of the proposed framework. 相似文献
6.
7.
该文采用EC细网格2 m温度预报场及国家站实况资料,通过滑动平均法、双权重滑动平均法、多项式拟合法以及最佳系数法对EC细网格2 m温度在黔南州的预报进行订正分析,结果显示:4种方法订正后最高气温7 d平均准确率分别提升了12.70%~17.84%,最低气温7 d平均准确率分别提升了1.14%~2.86%。对于高温预报,最佳系数法订正效果最优,其次是多项式拟合法,对于最低气温,前3 d采用滑动平均法订正效果最明显,第4 d开始则采用最佳系数法订正,订正效果更明显。4种订正方法均在7-9月效果最明显。黔南州西部及中部地区多项式拟合法订正效果更好,州东南部地区最佳系数法与滑动平均法订正效果更好,但在120 h时效后滑动平均法的订正效果明显下降,州北部地区最佳系数法订正效果更为明显。 相似文献
8.
使用2020年3—9月逐时更新的CMA广东短临3 km数值模式(CMA-GD(R3)模式)1~12 h逐小时降水量资料,利用最优TS评分订正方法(OTS)对逐小时降水量进行分级订正,并分别从整体和分类型降水过程预报订正效果进行了检验和对比评估。结果表明:从整体预报订正性能来看,通过OTS方法对CMA-GD(R3)模式订正后,对于≥1 mm/h及以上量级的降水,OTS均有较好的订正能力,并且随着雨强的增加,其TS评分的改善比率越大;同时,OTS可有效减少各个预报时效的漏报率和空报率,其中漏报率减小更加明显,表现出明显的湿偏差(空报偏多)。从三类暴雨过程逐时降水预报订正效果来看,通过OTS订正之后,对于≥1 mm/h的降水,OTS对三类暴雨类型均有正的订正能力。其中在0.1 mm、1 mm、10 mm、20 mm、35 mm、50 mm 6个量级上,季风型的逐时降水预报表现最好,6个量级的TS评分值分别为0.403、0.232、0.053、0.023、0.009和0.004;在5 mm量级上锋面型的逐时降水预报表现最优,其TS值为0.102。从改善效果来看,经过OTS订正后,在1 mm量级上台风型改善率最大,在5 mm和10 mm量级上锋面型改善率最大,在20 mm、35 mm和50 mm量级上季风型改善率最大。 相似文献
9.
为科学识别云南省16个州市最严格水资源管理区域类型,提出最优觅食算法(OFA)-投影寻踪(PP)识别模型。从最严格水资源管理用水总量控制红线、用水效率控制红线、纳污控制红线3个方面分别构建指标体系和分级标准,利用2015年云南省各州市指标数据及分级标准阈值分别构建基于"三条红线"的投影指标函数,采用OFA分别搜索最优投影向量,并计算各州市综合投影值和各分级标准阈值投影值,利用分级标准阈值投影值对各区域最严格水资源管理类型进行识别。结果表明,OFA-PP识别模型具有较好的识别效果,识别结果可为云南省实行最严格水资源管理制度提供参考。 相似文献
10.
This paper proposes a simple and powerful optimal integration (OPI) method for improving hourly quantitative precipitation forecasts (QPFs, 0-24 h) of a single-model by integrating the benefits of different bias- corrected methods using the high-resolution CMA-GD model from the Guangzhou Institute of Tropical and Marine Meteorology of China Meteorological Administration (CMA). Three techniques are used to generate multi-method calibrated members for OPI: deep neural network (DNN), frequency-matching (FM), and optimal threat score (OTS). The results are as follows: (1) The QPF using DNN follows the basic physical patterns of CMA-GD. Despite providing superior improvements for clear-rainy and weak precipitation, DNN cannot improve the predictions for severe precipitation, while OTS can significantly strengthen these predictions. As a result, DNN and OTS are the optimal members to be incorporated into OPI. (2) Our new approach achieves state-of-the-art performances on a single model for all magnitudes of precipitation. Compared with the CMA-GD, OPI improves the TS by 2.5%, 5.4%, 7.8%, 8.3%, and 6.1% for QPFs from clear-rainy to rainstorms in the verification dataset. Moreover, OPI shows good stability in the test dataset. (3) It is also noted that the rainstorm pattern of OPI relies heavily on the original model and that OPI cannot correct for deviations in the location of severe precipitation. Therefore, improvements in predicting severe precipitation using this method should be further realized by improving the numerical model’s forecasting capability. 相似文献