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为了筛选出牧草最优种植模式,为退化农田地力提升和土地可持续利用提供理论和技术支撑,以敖汉苜蓿和老芒麦为材料,设置3种不同种植模式:单播敖汉苜蓿(Ms)、单播老芒麦(Es)和混播牧草(敖汉苜蓿+老芒麦,In),以休闲处理为对照(CK)。结果表明:随种植年限增加,土壤速效磷含量先降后升;有机质、速效钾、全氮、全钾含量上升。与CK比较,第1年,各种植模式均提高了土壤有机质、速效钾、碱解氮和全氮含量;Ms和In提高了土壤全磷、全钾含量。第2年,Ms、Es和In土壤碱解氮含量在10~20 cm土层显著降低20.91%~40.05%,速效磷含量在20~40 cm土层显著降低32.19%~39.65%;土壤有机质、全钾含量总体呈升高趋势,速效磷、速效钾含量呈下降趋势,全磷含量在20~40 cm土层显著降低。 相似文献
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植物功能群是研究复杂生态系统结构和功能的有效途径。植物功能群组成的变化情况是生态系统功能的重要表现形式,同时也是生态系统对环境因子变化响应的主要指标之一。因此,研究不同石漠化程度下,植物功能群组成的变化,对于揭示岩溶山区生态系统植被自我更新规律具有重要意义。以岩溶山区石漠化生境灌木层为研究对象,利用地理环境特征与植物适应功能关系来划分植物功能群,将岩溶地区石漠化生态系统灌木层划分为7 个植物功能群。有助于了解岩溶石漠化生态系统功能群结构及功能,同时对石漠化生态系统的恢复与重建提供理论基础。 相似文献
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硫包衣尿素在夏玉米上的应用效果研究 总被引:1,自引:1,他引:1
为了了解硫包衣尿素在夏玉米上的应用效果,充分的发挥肥料作用,通过田间试验,研究了硫包衣尿素和普通尿素不同用量、不同施肥方法(普通尿素为基肥+1次追肥;硫包衣尿素为一次性基施)对夏玉米出生长、产量、氮肥表观利用效率等的影响。结果表明:硫包衣尿素以等氮量或减量30%采取一次性施肥的方式,夏玉米的生长和产量与普通尿素当地习惯施肥无显著差异,其产量分别达到了10789.17 kg/hm2、10595.11 kg/hm2;在夏玉米上应用硫包衣尿素可显著提高肥料的利用效率和农学效率,其中硫包衣尿素减量30%处理氮肥表观利用率和生产率分别达到了42.59%和20.74kg/kg。硫包衣尿素以一次性基施的施肥方式替代普通尿素基肥加追肥是可行的,能达到省工、节肥、增效的目的。 相似文献
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矿物质添加剂已在养猪生产中广泛应用,其生物和经济作用明显,促进了养猪业的发展和养殖效益的提高。不过,乱用、滥用矿物质添加剂养猪的现象并不鲜见,不仅对猪自身及其产品和环境带来危害,也威胁到消费者的健康安全,应引起整个行业的重视。一、主要矿物质过量使用的危害与防控 相似文献
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棉花是常异花授粉作物,品种群体的遗传基础复杂,棉花的经济性状受环境因素的影响较大,在大田连年种植易发生混杂退化,造成产量下降,纤维品质变劣。 相似文献
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基于网络的鸡病防治与诊断专家系统的设计 总被引:1,自引:0,他引:1
目前中国鸡病防治中存在一些暂时无法解决的难题,如基层中鸡病诊断专家缺乏、鸡病防控不及时等。基于现状,利用计算机网络技术和人工智能技术,将SQL数据库和ASP.NET技术相结合,设计并开发了基于网络的鸡病防治与诊断专家系统。该系统将鸡病诊断和鸡病防治知识进行集成,采用基于规则的模糊化的混合推理策略,实现了鸡病诊断和防治的数字化和智能化,用户可通过网络实现鸡病诊断、鸡病防治、鸡群管理、知识查询和统计分析等功能。经验证性试验和专家评测,该系统结构合理,功能完善,可以满足广大基层用户的需求,具有一定的推广应用前景。 相似文献
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D. R. Knott 《Euphytica》1979,28(1):37-40
Summary If selection based on F3 yield tests is to be effective, the yield tests must be successful in discriminating among yield genotypes. The available literature indicates that simple tests with limited or no replication are not very effective, although more extensive, replicated tests may be.Data from an experiment comparing F3 yield tests with a single seed descent procedure showed that F3 selection based on a two-replicate test with single seed descent procedure did not justify the extra work involved. 相似文献
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In order to solve the problem that the choice of acoustic emission (AE) parameters in concrete detection are determined only by experience, several tests were conducted. Through lead-breaking and stimulant loading tests, the reasonable value of threshold at which noise can be efficiently insulated was obtained. Through lead-breaking tests, time parameters (PDT, HDT, HLT) which fit concrete samples were obtained. The velocity and attenuation of AE signals in concrete also were measured through lead-breaking tests. This method of ascertaining detection parameters by testing is practical for AE detection in concrete structures. 相似文献
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The disruption, yield and water content change of a remolded unsaturated loess is studied during the course of shear tests with controlled net mean stress equaling constant. Two types of density's triaxial drained shear tests with controlled net mean stress and suction equaling constants are conducted. The test results show that the disruption stress increases with suction. A new method to identify the field stress under triaxial drained shear tests with controlled net mean stress equaling constants is suggested, and the shape of loading-collapse yield curve are similar in q-s plane and in p-s plane. The soil-water characteristic curve is dependent on deviatoric stress, and the soil-water characteristic curve including water content, suction, net mean stress and deviatoric stress is proposed. 相似文献
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As a kind of complex power machinery, diesel engine is being paid more and more attention to its condition monitoring and fault diagnosis technology. In the fault diagnosis field of diesel engine, the technique of signal process, character abstraction and identification method have formed a system, but there is a certain distance away from practical. This paper analyzes the common faults and influencing factor of diesel engine. The principle, characteristic and disadvantage of modern fault diagnosis technology, such as various time-frequency methods based on vibration signal, speed fluctuation method, iron content and spectrometry, grey system theoretical diagnosis method, artificial neural network and expert system fault diagnosis method, were reviewed. The difficulties and the development direction of diesel engine fault diagnosis were put forward in the end. 相似文献
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Some conclusions were drawn from two groups of in-site tests on concrete pile composite foundations. In the tests, it was found that the pressure under the rigid loading slab is different, in which the pressure under the center of the slab is the less and under the edge of the slab is the biggest. The pile-soil stress ratio is not a constant; it increases with the adding of the load. Most of the pile-soil ratio vary from 9 to 13 in these tests and the load that the piles share can be more than seventy percent of the whole load. It was proved that the bearing capacity of the concrete pile composite foundation is high with a little settlement, so it will be used more and more in the future. 相似文献
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Base on the existing step-by-step structural damage diagnosis method, a three-step structural damage diagnosis method is developed. According to the analysis of the characteristic of genetic algorithm, a new idea of excluding the undamaged element by means of step-by-step evaluation is developed to deal with the damage diagnosis problem. In this method, sensitivity genetic algorithm is used to exclude the undamaged element step by step and residual force method is used to fix the damage district. According to the simulation research of a 2D framed structure, it is shown that the step-by-step structural damage diagnosis method can gain the ideal results when it's difficult for a single damage diagnosis method to get the good results. It is also indicated that sensitivity genetic algorithm is a good way to exclude the undamaged element step by step. 相似文献
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Based on presented tests of improvement of solid waste ground by stone column, the failure mode of lateral expansion of column body can be found. It is assumed that solid waste surrounding column is in Rankin's positive limit situation caused by lateral expansion of column body, self weight solid waste and column is neglected, the calculation theory of limit bearing capacity of stone column can be extended on equilibrium of solid waste and column. The limit bear capacity of stone column can be calculated on parameters by complete tests and reference data. The heavy dynamic penetration tests were finished in stone column and the characteristic value of bearing capacity can be recommended on blow count. It is shown that bearing capacities of calculation and field test are close. 相似文献