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181.
以我国北方寒旱区草原中典型流域——锡林河流域为研究对象,结合我国北方寒旱区草原型河流流域的气候特点、下垫面条件及水文过程的特殊性,通过分析锡林河流域近30 a的降水—径流变化特征,利用锡林河水文站的年径流频率曲线,采用一定保证率条件下的年径流量作为划分流域丰平枯水年的标准,对锡林河流域历史水文年进行划分。基于此基础,以ARCSWAT2012为操作平台,应用地理统计分析方法,对模型建立过程中所需的各数据库进行基础数据整备与参数化,分析影响模型径流模拟精度的主要参数,进行模型的参数率定与结果精度评价,分别对锡林河流域各丰、平、枯水年进行径流模拟,并对其结果进行了检验。结果表明:SWAT模型对细化流域降水—径流分配的径流模拟具有不同的精度,即平水年 > 偏丰水年 > 丰水年 > 偏枯水年 > 枯水年,体现出SWAT模型在中国北方寒旱区丰水年和平水年具有较好的可操作性。 相似文献
182.
为筛选最适合山葡萄的光合-光响应模型和光能利用效果最佳的山葡萄品种,选取'北冰红"双红'左优红"雪兰红"北国红'和'双丰'6个山葡萄品种,利用直角双曲线模型、非直角双曲线模型、直角双曲线修正模型和指数函数模型4个光响应模型,通过因子分析对最大净光合速率(Pnmax)、表观量子效率(α)、暗呼吸速率(Rdark)、光补... 相似文献
183.
Farmers account for yield and soil variability to optimize their production under mainly economic considerations using the
technology of precision farming. Therefore, understanding of the spatial variation of crop yield and crop yield development
within arable fields is important for spatially variable management. Our aim was to classify landform units based on a digital
elevation model, and to identify their impact on biomass development. Yield components were measured by harvesting spring
barley (Hordeum vulgare, L.) in 1999, and winter rye (Secale cereale, L.) in 2000 and 2001, respectively, at 192 sampling points in a field in Saxony, Germany. The field was stratified into
four landform units, i.e., shoulder, backslope, footslope and level. At each landform unit, a characteristic yield development
could be observed. Spring barley grain yields were highest at the level positions with 6.7 t ha−1 and approximately 0.15 t ha−1 below that at shoulder and footslope positions in 1999. In 2000, winter rye harvest exhibited a reduction at backslope positions
of around 0.2 t ha−1 as compared to the highest yield obtained again at level positions with 11.1 t ha−1. The distribution of winter rye grain yield across the different landforms was completely different in 2001 from that observed
in 2000. Winter rye showed the highest yields at shoulder positions with 11.1 t ha−1, followed by the level position with 0.5 t ha−1 less grain yield. Different developments throughout the years were assumed to be due to soil water and meteorological conditions,
as well as management history. Generally, crop yield differences of up to 0.7 t ha−1 were found between landform elements with appropriate consideration of the respective seasonal weather conditions. Landform
analysis proved to be helpful in explaining variation in grain yield within the field between different years. 相似文献
184.
赵强 《干旱区资源与环境》2007,21(3):60-62
在GIS支持下,由北京雁栖河流域数字高程模型DEM自动生成子流域单元,每个子流域单元的降雨径流过程利用一个水箱模型来模拟,该水箱模型用一个两参数的非线性分布函数来模拟上土壤层的蓄水容量空间分布特征,计算每个子流域单元TOPMODEL模型地形指数ln(a/tanβ)的空间累积分布曲线,并对其作无量纲化处理,通过地形指数ln(a/tanβ)的空间累积分布曲线的无量纲化曲线的最佳曲线拟合确定每个子流域单元土壤蓄水容量空间变异性参数,这使得模型中的土壤蓄水容量空间变异性参数成为一个有确定物理意义的参数,也使得所建立的模型更加具有物理基础。结果表明:无论从模型的率定期还是从模型的验证期来看,模型计算的径流与实测的日径流过程线都呈现出很好的一致性和吻合性,这说明本文建立的模型对雁栖河流域的日径流量的分布式模拟是有效的。 相似文献
185.
OBJECTIVE: To compare the mechanical properties of 4 stabilization methods for equine long-bone fractures: dynamic compression plate (DCP), limited contact-DCPlate (LC-DCP), locking compression plate (LCP), and the clamp-rod internal fixator (CRIF--formerly VetFix). STUDY DESIGN: In vitro mechanical study. SAMPLE POPULATION: Bone substitute material (24 tubes) was cut at 20 degrees to the long axis of the tube to simulate an oblique mid-shaft fracture. METHODS: Tubes were divided into 4 groups (n=6) and double plated in an orthogonal configuration, with 1 screw of 1 implant being inserted in lag fashion through the "fracture". Thus, the groups were: (1) 2 DCP implants (4.5, broad, 10 holes); (2) 2 LC-DCP implants (5.5, broad, 10 holes); (3) 2 LCP implants (4.5/5.0, broad, 10 holes) and 4 head locking screws/plate; and (4) 2 CRIF (4.5/5.0) and 10 clamps in alternating position left and right of the rod. All constructs were tested in 4-point bending with a quasi-static load until failure. The implant with the interfragmentary screw was always positioned on the tension side of the construct. Force, displacement, and angular displacement at the "fracture" line were determined. Construct stiffness under low and high loads, yield strength, ultimate strength, and maximum angular displacement were determined. RESULTS: None of the implants failed; the strength of the bone substitute was the limiting factor. At low loads, no differences in stiffness were found among groups, but LCP constructs were stiffer than other constructs under high loads (P=.004). Ultimate strength was lowest in the LCP group (P=.01), whereas yield strength was highest for LCP constructs (409 N m, P=.004). CRIF had the lowest yield strength (117 N m, P=.004); no differences in yield strength (250 N m) were found between DCP and LC-DCP constructs. Differences were found for maximum angular displacement at the "fracture" line, between groups: LPC相似文献
186.
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189.
分别采用2种不同的冠层阻力模型和土壤阻力模型,组合成4种Shuttleworth-Wallace(S-W)模型,模拟夏玉米农田灌浆期的逐时蒸散量,以涡度相关法观测蒸散量为实测值检验模型改进的效果,找出最优冠层阻力模型和土壤阻力模型,并分析最优S-W模型对各阻力参数的敏感性。结果表明:李俊改进型有效叶面积指数冠层阻力模型和Sellers土壤阻力模型组合的S-W模型模拟效果最好,S-W模型估算玉米田蒸散的精度显著提高,蒸散发模拟值与实测值的相关系数、一致性指数更接近1,蒸散发模拟的相对误差和均方根误差变小。敏感性分析表明,在计算各个阻力参数模型中,S-W1模型估算蒸散发对冠层阻力最敏感,其次是土壤阻力和有效叶面积指数;采用改进型有效叶面积指数冠层阻力模型和Sellers土壤阻力参数模型组合后,在一定程度上提高了模型精度,提高了计算准确率。 相似文献
190.