一种飞机空中积冰潜势诊断指数与检验评估

飞机积冰是影响飞行安全的重要危险天气,准确的积冰诊断对民航运行与安全具有重大意义,特别是对国产大飞机适航取证具有重要作用。本文参考改进的CIP(Current Icing Potential)指数,使用垂直速度和云中液态水含量对积冰潜势诊断指数进行优化得到SCIP(Simplified Current Icing Potential)指数,该指数直接基于大气层结资料给出较为准确地飞机积冰潜势,具有命中率高、实用性强的特点。用2021年2月28日至12月31日民航航空器报告对原CIP指数和SCIP指数进行对比验证评估,发现相比于原CIP指数,SCIP指数具有更优异的ROC曲线(Receiver Operating Characteristic Curve)和TSS评分(True Skill Score)。但是对于不同程度的积冰,原CIP指数和SCIP指数均表现出较一致诊断效果,表明SCIP指数对诊断飞机积冰潜势具有重要作用,但无法判断积冰强度。根据2020年3月16日陕西区域飞机结冰个例验证表明增加垂直速度和云中液态水含量的影响对飞机积冰的描述更加细致,对提升积冰潜势诊断效果具有重要意义...     

Cloning and phylogenetic analysis of a fatty acid elongase gene from Nannochloropsis oculata CS179

Nannochloropsis oculata CS179, a unicellular marine microalga, is rich in long-chain polyunsaturated fatty acids (LCPUFAs). Elongase and desaturase play a key role in the biosynthesis of PUFAs. A new elongase gene, which encodes 322 amino acids, was identified via RT-PCR and 5′ and 3′ RACE. The sequence of the elongase gene was blast-searched in the NCBI GenBank and showed a similarity to those of the cryptosporidium. But the NJ-tree revealed that the N. oculata CS179 elongase clustered with those of the microalgae Phaeodactylum tricornutum, Ostreococcus tauri and Thalassiosira pseudonana.     

坚持土地节约集约利用促进文登经济和谐发展

文登市位于山东半岛东部,总面积1 779.84km2。辖14个镇、3个街道办事处、2处省级开发区,810个行政村、88个居委会,总人口64.25万人,其中农村人口46.2万人。全市耕地面积62 137.93hm2,人均耕地不足0.084 hm2,低于全国和全省的平均水平,土地供需矛盾日益突出。     

Elastic-plastic analysis for pile-anchor supporting system of deep foundation pit

By using numerical analysis methods to simulate the deep excavation, a lot of analyses are established on the basis of two-dimensional plane strain, ignoring the fact that foundation pit possesses three dimensions. For soil constitutive relation, people always take linear and nonlinear model, without considering the plastic behavior of soil. Using plastic-elastic hardening model to simulate constitutive relation of soil characteristics, the authors carried out mechanical analysis for pit excavation and support. The results show that the analysis for the stress state of pile anchor system is an effective way which provides theoretical basis for calculation of soil displacement.     

绿洲城市化与生态环境互动作用关系研究进展

绿洲城市化与生态环境互动作用关系研究经历了萌芽、发展和多元化研究三个阶段。近年 来, 国内外学者继承了绿洲城市化与自然环境变迁关系的历史学分析, 多角度探讨了绿洲古城国 产生、繁荣和衰落过程中的自然因素和人为因素作用; 十分重视水资源约束下的流域绿洲城市化 研究, 基本确立水资源约束和上、中、下游协调发展为研究切入点; 非常注重绿洲城市化与生态环 境相互作用机理探究, 从中、长时间尺度分析了绿洲城市化与生态环境的耦合关系及其阶段性特 征; 广泛采用空间技术、复杂系统分析和数学分析等定量方法评估了城市化与生态环境的响应过 程; 普遍关注绿洲城市化对生态环境正负效应的辨析; 逐步加强对可持续绿洲城市化模式和对策 的探索, 并总结了绿洲城市化与生态环境协调发展的经验与教训。从研究趋势来看, 今后在研究 的可控性与对实践的指导性、多学科交叉研究和系统动态性研究等方面将得到加强。     

5月南极涛动对青藏高原西部夏季气温影响的诊断分析

青藏高原是全球气候变暖最敏感的地区之一,是北半球夏季最大的热源,其气候响应受到广泛关注。然而,有关南极涛动与青藏高原夏季气温的关系和机理知之甚少。为了研究南极涛动与青藏高原夏季气温的关系,基于1979—2020年英国东安哥拉大学气候研究中心（CRU）的逐月气温、美国国家海洋和大气管理局（NOAA）的逐月海表面温度和大气环流再分析数据以及南极涛动指数等数据,采用相关、回归、合成分析等方法进行研究。结果表明,北半球夏季青藏高原西部气温与5月南极涛动存在显著负相关,即当5月南极涛动异常偏弱时,夏季青藏高原西部气温异常偏高。其影响过程为,南极涛动为正位相时,在南印度洋中高纬地区出现“负-正-负”的经向“三极子”海温模态,该模态可持续到夏季,在印度洋形成异常的纬向-垂直环流,相应在热带西印度洋和东印度洋-海洋性大陆之间的降水异常导致热带正“偶极子”降水模态,通过该降水模态在青藏高原西部引起异常反气旋环流和下沉运动,有利于高原西部气温偏高。研究结果显示,海洋的热惯性在“延长”南极涛动影响过程中起着重要的桥梁作用,可为青藏高原夏季气温预测提供科学依据。     

皖西贵池、宿松地区中下三叠统沉积环境及层序分析

摘要：皖西中、下三叠统为一套碳酸盐岩沉积。从下往上,其沉积环境经历了从盆地－开阔陆棚－开阔台地－局限台地－潮上蒸发台地这样一个海水逐渐变浅、盐度不断增高的环境演化序列．据露头剖面分析,这套碳酸盐岩地层可分成３个层序。层序均由低水位、海进和高水位体系域组成,特征明显。据其岩性特征及准层序的叠置方式,识别出了追赶碳酸盐体系（ｃａｔｃｈｕｐｃａｒｂｏｎａｔｅｓｙｓｔｅｍ）和并进碳酸盐体系（ｋｅｅｐｕｐｃａｒｂｏｎａｔｅｓｙｓｔｅｍ）。     

A statistical analysis applied to the Rf/φ method

A statistical analysis for the R_f/φ method is developed in the paper. The technique provides estimates of R_s, R_i and θ according to R_f and φ. Moreover, we can restore the pattern of initial orientations of marker objects by means of their frequency histogram, provided the strain is homogeneous. It is unnecessary to postulate random initial orientations if the principal directions of strain ellipsoid are known.     

Strength behavior of slip-zone soils of landslide subject to the change of water content

Landslides are the major natural hazards in many countries all over the world and are usually caused by heavy rainfall, water level change of reservoir, excavation, earthquake, etc. Whether the landslide occurs or not in rainfall season, the strength variation of slip-zone soils of landslide is regarded as the vital control factor. Thus, strength behavior for slip-zone soils of landslide subject to the change of water content is required to be evaluated in a potential landslide area. In this paper, the shear strength of typical slip-zone soil, six groups of 25 specimens of remolded clay samples from Daxishan reservoir landslide, was systemically investigated using the improved direct shear test apparatus in order to fully understand its physical and mechanical properties, and also the shear and failure behavior. Furthermore, the fitting equations for expressing the relationship between the shear strength (effective cohesion and internal friction angle) and vertical loadings, initial water contents of slip-zone clay were established based on the experimental results. In particular, a series of shear stress–shear strain curves under various vertical loadings and different water contents were observed. The results show that a “softening” stress–strain behavior is achieved for unsaturated slip-zone soil, while a “hardening” curve is found for saturated slip-zone soil.