基于数据挖掘分析《类证治裁》治疗脾胃病的用药规律

目的：基于数据挖掘分析林珮琴《类证治裁》治疗脾胃病的用药规律,为中医药治疗脾胃病及新方研发提供参考。方法：运用中医传承计算平台构建《类证治裁》治疗脾胃病的方剂数据库,并对其进行用药频次、性味、归经、功效、高频组合与核心组合的分析。结果：共纳入方剂123首,涉及药物142味。用药频次≥20次的共8味,其中甘草应用频次最多。四气以温、寒、平为主,五味以甘、苦、辛为主,归经以脾、肺、胃为主。药物功效以补虚类为主。通过关联规则分析得到药物高频组合16组,通过聚类分析得到药物核心组合3组。结论：林珮琴治疗脾胃病始终秉持“以补益脾胃为本”的理念,补行并重,补清兼顾,为现代中医学诊治脾胃病提供了一定的理论依据。     

气象与健康交叉融合发展及其概念演进

基于健康中国战略实施、应对气候变化和人口老龄化的现实需求,气象与健康交叉融合发展问题倍受关注。首先从哲学思想和医学理论的引领、生物气象学发展对理论形成的贡献、殊途切入内涵趋同的探索过程等方面就其发展历程进行了梳理与理性提升;然后,就气象与健康交叉学科发展中、尤其是作者团队新探究所提出的部分新概念进行了初步阐释,旨在抛砖引玉、吸引更多同行学者互动,促进此新兴交叉学科发展,更好地服务于全民大健康需求。     

西安市大降水环流特征分析

病虫害是农业气象灾害衍生灾害，是危害农业生产的重要自然灾害，往往使农作物生长和发育受到抑制和损害，造成农作物产量减少或品质下降。通过对农业病虫害的发生特点及相关农业气象条件进行分析，对农业增产增收、可持续发展具有重要意义。     

隧道衬砌病害地质雷达探测正演模拟与应用

国内大多数隧道都存在着不同程度的病害,其中诸如衬砌开裂、不密实、含有空洞和渗漏水等衬砌病害是隧道最常见的病害类型,严重影响行车安全。地质雷达（GPR）可以用来对隧道衬砌病害进行快速无损探测,但对于衬砌病害的解译十分依赖于探测人员的经验,很容易造成误判和漏判。因此,对隧道衬砌病害进行分类,并针对典型衬砌病害类型进行建模,利用时域有限差分（FDTD）法对衬砌病害模型进行地质雷达探测正演模拟,针对衬砌渗漏水和存在钢筋干扰等特殊情况,通过频谱分析对病害进行了定量识别,总结出典型衬砌病害的地质雷达探测解释准则,最后结合工程实例对衬砌病害进行了推断和解译。结果验证了衬砌病害地质雷达探测正演模拟和解释准则的可靠性。     

Emerging and vector-borne diseases: Role of high spatial resolution and hyperspectral images in analyses and forecasts

 Many infectious diseases that are emerging or transmitted by arthropod vectors have a strong link to landscape features. Depending on the source of infection or ecology of the transmitting vector, micro-habitat characteristics at the spatial scale of square meters or less may be important. Recently, satellite images have been used to classify habitats in an attempt to understand associations with infectious diseases. Whether high spatial resolution and hyperspectral (HSRH) images can be useful in studies of such infectious diseases is addressed. The nature of questions that such studies address and the desired accuracy and precision of answers will determine the utility of HSRH data. Need for such data should be based on the goals of the effort. Examples of kinds of questions and applications are discussed. The research implications and public health applications may depend on available analytic tools as well as epidemiological observations. Received: 30 July 2001 / Accepted: 14 October 2001     

中国对虾养成期病害的细菌学分析

随着中国对虾养殖业的发展,中国对虾疾病的发生越来越频繁,危害性越来越严重,对虾病原菌的发现也越来越多,如副溶血弧菌、溶藻胶弧菌、坎贝氏弧菌、鳗弧菌、非O-1群霍乱弧菌、普通变形菌、雷氏普罗威登斯菌、气单胞菌、丝状细菌等[1~9].     

A fungal epizootic in mussels at a deep-sea hydrothermal vent

Mass mortalities due to disease are important determinants of population and community structure in marine ecosystems, but the speed at which an epizootic may sweep through a population, combined with rapid selection for disease‐resistant stocks, can mask the ecological impact of disease in all but the most closely monitored populations. We document an emergent epizootic event in the deep sea that is occurring in mussels (Bathymodiolus brevior) at the Mussel Hill hydrothermal vent in Fiji Basin and we identify the causal agent as a black yeast (order Chaetothyriales) that elicits a pronounced host immune response and is associated with tissue deterioration. The yeast was not observed in other invertebrate taxa (the gastropods Ifremeria nautilei, Alviniconcha aff. hessleri; the limpets Lepetodrilus schrolli, Symmetromphalus aff. hageni; the polychaetes Branchipolynoe pettiboneae, Amphisamytha cf. galapagensis) associated with the mussel bed, nor in mussels (Bathymodiolus brevior) collected from adjacent Lau Basin mussel beds. Massive mussel mortality resulting from the fungal infection is anticipated at the Mussel Hill site in Fiji Basin; we expect that epizootic outbreaks in dense invertebrate communities have the potential to be major determinants of community structure in deep‐sea chemosynthetic ecosystems. The possibility that submersible assets may serve as vectors for transport of the fungus warrants further attention.     

铁路站场岩溶地基加固补强技术与效果分析

针对某病害站场路基,根据其变形规律对其基础进行补勘,分析病害原因,在此基础上提出岩溶地基加固补强方案：①补注浆加固岩溶地基和基岩顶面土体;②高压旋喷加固补强原复合地基;③低压注浆加固垫层及其以上3～5 m路基填土层;④侧向补注浆帷幕加固地基;⑤建立路基变形监测系统,评估加固补强效果。加固补强后地基沉降量和复合地基承载力特征值的理论计算值分别为12.4 mm和455 kPa,满足设计要求。现场监测结果表明,补注浆加固岩溶地基及其顶面土体后,站场路基变形减缓;旋喷桩和低压注浆加固区竣工后,路基呈均匀性沉降变形,变形速率急剧变小;竣工6个月后,路基变形趋于稳定,综合验证了加固补强方案的正确性和有效性。