Ricci-flat deformations of asymptotically cylindrical Calabi--Yau manifolds
混凝土硫酸盐侵蚀机理及影响因素
小于 0. 45、C3 S含量低于 8%的混凝土是相对安全 的 。文献 [ 12 ]认为 ,在硫酸钠环境下 ,水胶比低 ,有利 于抗侵蚀 。如水灰比 0. 5 和 0. 35, 浸泡时间为一 年 ,强度减少分别为 39%和 26%。但在硫酸镁环境 下 ,水胶比低 ,似乎加重了硫酸盐侵蚀 ,如水灰比 0. 5和 0. 35,强度减少分别为 62%和 81%。对于掺有 活性掺合料的水泥也得到类似的结果 。 2. 2 外部因素 2. 2. 1 硫酸根离子浓度
钙矾石的生成被认为是体积增加了 2. 5 倍 ,导 致膨胀应力的产生 ,而使混凝土开裂破坏 ,混凝土的 开裂又使硫酸根离子更容易渗透到混凝土内部 ,产 生恶性循环 。但对钙矾石的膨胀机理至今仍未清 楚 ,有人认为钙矾石的结晶压力导致了膨胀压力 ;也 有人认为是由于结晶差的钙矾石在碱性环境下吸水 膨胀导致了膨胀压力 [ 5 ] 。钙矾石生成的速度与铝 酸根的来源有很大的关系 ,在很多情况下 ,钙矾石形 成的速度由含铝相的溶解速度所决定 [ 6 ] 。钙矾石 形成的量与膨胀之间的关系还没有得到一个很好的 相关性 [ 4 ] 。 1. 4 C2S2H 和碳硫硅钙石 (CaSiO3 ·CaSO4 ·CaSO3 ·15H2 O )
硬化混凝土在硫酸盐溶液中石膏的形成可由化 学方程式 ( 1)和 ( 2)表示 。有观点认为石膏的形成 引起膨胀 ,体积变为原来的 1. 2倍 ,使混凝土受到膨 胀压力的作用 。为研究石膏的形成是否产生膨胀 , 必须排除钙矾石的影响 。B ingTian[ 1 ]用 5%硫酸盐 溶液浸泡 C3 S表明 ,浸泡有 4周的潜伏期 ,潜伏期一 过 , C3 S便以较大的速率膨胀 ,浸泡至 230 天 ,膨胀 达到 1. 05%。M anusanthanam[ 2 ]的试验结果同样表 明 ,在 4. 44%硫酸钠中浸泡 C3 S存在潜伏期 , 32 周 前膨胀很小 , 32周后开始膨胀 ,浸泡至 41周膨胀为 0. 22%。也有观点认为石膏的形成并不引起膨胀 , Hansen[ 3 ]认为氢氧化钙和硫酸根离子由通过 - 溶液 机理在毛细孔中形成固态石膏 ,不可能占有比孔隙 体积和溶解并参加反应的固态氢氧化钙体积之和更 大的体积 , M ather[ 1 ] 支持 Hansen 的观点 ,他认为石 膏是硫酸根离子和钙离子由通过 - 溶液机理生成 。 普遍都认为石膏的形成导致混凝土刚度 、强度的降
托福阅读真题第217篇Archi...
托福阅读真题第217篇Archi...Architectural Change in Eighth-Century JapanParagraph 1:Japanese construction techniques and architectural styles changed in the eighth century C.E. from more traditional Japanese models to imported continental (especially Chinese) models. Several factors contributed to this, in particular with respect to the creation of two new capital cities. In essence, changes then occurring in Japanese political life were rendering past arrangements for the Rulers’ headquarters obsolete, and continental models offered an alternative.1. The phrase “In essence” in the passage is closet in meaning toO ActuallyO BasicallyO HoweverO MoreoverParagraph 2:To elaborate, before the eighth century, the elite marriage practice, which was an important instrument of political alliance making, had encouraged Rulers to maintain multiple palaces: that of their own family and those of their spouses, who commonly remained at or near their native family headquarters, at least for some years after marriage. These arrangements had the effect of encouraging frequent changes in royal residence as children matured and marriage alliances changed. The customs of multiple palaces and a moveable court were feasible as long as a ruling group was modest in size and its architectural practices relatively simple.2. Which of the sentences below best expresses the essential information in the highlighted sentence in the passage? Incorrectchoices change the meaning in important ways or leave out essential information.O The elaborate marriage customs of the elite encouraged spouses to remain at their family palace for several years after marriage.O Rulers maintained multiple palaces for themselves and their spouses’ families.O Before the eighth century, it was common for the elite to form political alliances with their spouses’ families at the native family headquarters for some years after marriage.O Before the eighth century, the practice of forming alliances through marriage encouraged Rulers to maintain palaces at their spouses’ family homes as well as at their own.Paragraph 3:Moreover, because buildings using the traditional construction of thatched roofs and wooden poles placed directly in the ground rotted away in two decades or so, periodic replacement of palaces, shrines, warehouses, gate towers, and fortress walls was essential. The custom of residential mobility was thus not especially wasteful of labor and material resources: when the time came, one simply erected a new building at a new site—reusing valuable timbers as appropriate—and burned the rest. The practical necessity of replacement was given religious sanction because the regular replacement of buildings was regarded as necessary to provide spiritual cleansing of the site.3. In paragraph 3, why does the author discuss the natural decay of the wooden structures built in eighth-century Japan?O To argue that the necessity of replacing buildings every two decades applied to all eighth-century structures, not just residences.O To argue that the custom of residential mobility was not unreasonable given the building practices of the eighth century O To explain why the elite of the eighth century had to move periodically to new residencesO To explain why in the sixth and seventh centuries Japanese architectural practice changed to the construction of more permanent structures4. According to paragraph 3, each of the following was true of the practice of periodic replacement of buildings EXCEPT: O It was followed for a wide variety of structures.O It involved the reuse of building materials that were still good.O Ordinary Japanese considered it as waste of time and energy.O Over the years it became a religious ritual.Paragraph 4:As Rulers of the sixth and seventh centuries expanded their realm, however, they acquired more and more underlings, administrative paraphernalia, weaponry, and tribute goods, and they needed more and more buildings to house them. As the scale of government grew, moreover, it became more important to have these people and resources close at hand where they could be more easily controlled and utilized. Under these circumstances, frequent moves by the court or replacement of buildings became more costly, even prohibitive.5. According to paragraph 4, what problem did traditional architectural practices create for Rulers of the sixth and seventh centuries?O It was difficult to bring the necessary people and construction materials together to replace buildings periodically.O It was very expensive to move and house the large numberof people that were now associated with the government.O It was impractical to construct buildings large enough to house the growing numbers of people and resources.O It was too time-consuming for Rulers to supervise the construction of all the necessary buildings.Paragraph 5:A solution to the problem was advocated by experts from the continent. This was the use of continental principles of urban design and techniques of construction. These produced geometrically laid out capital cities whose major gates and buildings employed stone foundations, mortise-and-tenon framing (a technique for attaching timbers), and tile roofs that largely eliminated the problem of rot and the consequent need for replacement.Paragraph 6:On the other hand, to construct cities and buildings of that sort required so much labor and material that their use effectively precluded periodic replacement or the transfer of a royal headquarters from site to site. Nevertheless, the notion of grand buildings and capital cities became immensely attractive to Japanese Rulers during the seventh and eighth centuries. Continental regimes, the glorious new Chinese dynasties most notably, had them: they constituted an expression of political triumph, a legitimizing symbol of the first order. Moreover, the architecture was an integral part of Buddhism, and acceptance of this religion in Japan at this time fostered adoption of its building style.6. According to paragraph 6, Japanese Rulers were strongly attracted to continental architecture becauseO permanent buildings could be constructed at very low cost O adopting the continental architecture would not have an effect on religious practices in JapanO political power could be expressed by constructing grand buildingsO important buildings could be replaced quickly by means of the latest technology7. What can be inferred from paragraph 6 about Japanese Rulers during the seventh and eighth centuries?O They were well aware of, and strongly influenced by, developments in the royal courts of China.O They strongly opposed the spread of the Buddhist religion.O They saw the influence of continental regimes as a threat to local traditions.O They sought to increase their mobility by adopting changes in architecture.Paragraph 7:These several conflicting factors—the need to modify palace and capital arrangements but the difficulty of doing so, the wish to enjoy grandeur but the reluctance to settle for a single, immobile court—all became evident by the mid-seventh century. Change did come, but slowly, and in the end a compromise system was devised. Traditional shrines of Shinto, the native religion of Japan, and many residential buildings continued to be built in the rottable, replaceable style that accommodated religious concerns and taboos, while city gates, major government buildings, and Buddhist temples were built in the continental fashion that met the need for permanence and grandeur. Moreover, the wish of Rulers to maintain multiple palaces fit with the custom of certain continental regimes that maintained summer palaces or other regional capitals where Rulers could periodically reside on a temporary basis.8. Which of the following is true of the compromise system mentioned in paragraph 7?O Major government buildings combined the techniques of traditional and continental architecture.O The continuing desire of Rulers to maintain multiple palaces was taken into account.O The balance of traditional and continental architecture was quickly achieved.O Shinto shrines and most residences were constructed using continental architecture.Paragraph 7:These several conflicting factors—the need to modify palace and capital arrangements but the difficulty of doing so, the wish to enjoy grandeur but the reluctance to settle for a single, immobile court—all became evident by the mid-seventh century. ■Change did come, but slowly, and in the end a compromise system was devised. ■Traditional shrines of Shinto, the native religion of Japan, and many residential buildings continued to be built in the rottable, replaceable style that accommodated religious concerns and taboos, while city gates, major government buildings, and Buddhist temples were built in the continental fashion that met the need for permanence and grandeur. ■Moreover, the wish of Rulers to maintain multiple palaces fit with the custom of certain continental regimes that maintained summer palaces or other regional capitals where Rulers could periodically r eside on a temporary basis.■9. Look at the four squares [■] that indicate where the following sentence can be added to the passage.Such temporary residences might have enabled Japanese Rulers to better control the people living far from main capital.W here would the sentence best fit? Click on a square [■] to add the sentence to the passage.10. Directions: An introductory sentence for a brief summaryof the passage is provided below. Complete the summary by selecting the THREE answer choices that express the most important ideas in the passage. Some answer choices do not belong in the summary because they express ideas that are not presented in the passage or are minor ideas in the passage. This question is worth 2 points. Drag your choices to the spaces where they belong. To review the passage, click on View Text.During the eighth century C.E., there was a significant change in Japanese construction techniques and architectural styles.Answer ChoicesO Chinese architectural styles had influenced traditional Japanese architecture long before eighth-century Japanese Rulers decided to create larger cities.O As religious ideas changed, it no longer was acceptable to construct buildings out of materials that required constant replacement.O Several factors complicated the architectural change, but a compromise system that considered both traditional and practical needs was eventually developed.O Before the eighth century, the palaces of the elite were relatively simple structures that could be easily built, repaired, and replaced.O Rulers’ desire for grand palaces conflicted with the expense of having multiple courts, which they also wanted, but a compromise was achieved in the eighth century.O Many areas in Japan were quick to adopt the changes in architectural styles, while other areas were more reluctant.。
纤维素醋酸酯接枝己内酯的聚合研究
第21卷第7期2004年7月精细化工FINE CHEMICALSVoi.21,No.7Juiy2004其他纤维素醋酸酯接枝己内酯的聚合研究*杨莉燕,柴淑玲,谭惠民(北京理工大学材料科学与工程学院,北京100081)摘要:以冰醋酸为溶剂,浓硫酸为催化剂,将取代度为2.4的二醋酸纤维素水解为取代度为1.4的醋酸纤维素(CA)。
以此醋酸纤维素为接枝骨架,!-己内酯(!-CL)为接枝单体,在辛酸亚锡的引发下,合成了醋酸纤维素/聚己内酯接枝共聚物(CA-g-PCL)。
研究了反应物纯度、原料配比、引发剂与单体摩尔比、反应时间、反应温度对单体转化率(C%)、接枝率(G%)、接枝效率(GE%)的影响。
结果表明,当反应温度为140C,单体!-己内酯与醋酸纤维素的质量比为411,引发剂辛酸亚锡与单体!-己内酯的摩尔比为0.005,反应时间为16h,C%,GE%和G%分别为46.8%,65.2%和122.1%。
关键词:取代度;醋酸纤维素;己内酯;接枝聚合中图分类号:TO225.24 文献标识码:A 文章编号:1003-5214(2004)07-0553-04Study of the Graft Polymerization of!-Caprolactone onto Cellulose AcetateYANG Li-yan,CHAI Shu-iing,TAN Hui-min(School of Chemical Engineering and Materials Science,Beijing Institute of Technology,Beijing100081,China)Abstract:Ceiiuiose acetate(DS=1.4)was firstiy prepared by hydroiyzing ceiiuiose diacetate(DS=2.4)in the presence of giaciai acetic acid using concentrated suifuric acid as cataiyst,and then a noveigraft copoiymer was obtained from ring-opening copoiymerization of!-caproiactone with ceiiuiose acetate using Sn(Oct)2as initiator.Effects of the purity of reactants,feed ratio,moiar ratio of initiator to monomer,reaction time and reaction temperature on monomer conversion(C%),graft ratio(G%)and graft efficiency(GE%)were investigated.When the weight ratio of!-caproiactone to ceiiuioseacetate is411,moiar ratio of Sn(Oct)2to!-caproiactone is0.005,and the graft poiymerization was carried out at140C for16h,C%,G%,GE%couid approach46.8%,65.2%and122.1% respectiveiy.Key words:degree of substitution;ceiiuiose acetate;!-caproiactone;graft poiymerization纤维素是一种廉价的可再生天然高分子材料,无毒,易微生物降解,受到广泛重视。
Invertebrate Nymphal Stage
Invertebrate Nymphal Stage The invertebrate nymphal stage is a crucial period in the life cycle of many insects and other invertebrates. During this stage, the insect undergoes a series of moults, shedding its exoskeleton as it grows and develops into its adult form. This stage is often characterized by dramatic physical changes and behavioral adaptations as the insect prepares for its adult life. In this response, we will explore the significance of the nymphal stage, the challenges and opportunities it presents, and the ways in which it contributes to the overall success of invertebrate species. One of the primary purposes of the nymphal stage is growth and development. Insects and other invertebrates undergo a series of moults during this stage, shedding their exoskeleton to accommodate their increasing size. This process, known as ecdysis, allows the insect to grow and develop into its adult form. Each moult represents a significant milestone in the insect's life, marking its progression towards sexual maturity and reproductive potential. The physical changes that occur during the nymphal stage are often dramatic, as the insect's body undergoes restructuring and reorganization to prepare for its adult life. In addition to physical changes, the nymphal stage also represents a period of behavioral adaptation and learning for many invertebrates. During this stage, insects may develop new feeding habits, mating behaviors, or defensive strategies that will serve them in their adult lives. For example, some insects may develop specialized feeding structures or behaviors that allow them to exploit specific food sources, while others may develop elaborate courtship rituals to attract mates. These behavioral adaptations are crucial for the insect's survival and reproductive success, and they often play a significant role in shaping theinsect's ecological niche and interactions with other species. The nymphal stage also presents unique challenges and opportunities for invertebrates. For many species, this stage is a period of vulnerability, as the insect's soft exoskeleton makes it more susceptible to predation and environmental stress. At the same time, the nymphal stage also provides opportunities for rapid growth and adaptation, as the insect's body is highly plastic and capable of responding to environmental cues and pressures. In some cases, the nymphal stage may also serve as a period of dormancy or diapause, allowing the insect to survive adverse conditions orseasonal changes before resuming its development. From an ecological perspective, the nymphal stage plays a crucial role in the life cycle of invertebrates andtheir interactions with other species. Many invertebrates serve as important prey for a wide range of predators, and the nymphal stage represents a key period of vulnerability for these species. At the same time, the behaviors and adaptations that insects develop during this stage can have far-reaching effects on their ecosystems, influencing the dynamics of food webs, pollination patterns, and nutrient cycling. Understanding the complexities of the nymphal stage is therefore essential for comprehending the broader ecological roles of invertebrates andtheir contributions to ecosystem function. In conclusion, the nymphal stage is a critical period in the life cycle of many invertebrates, characterized by significant physical changes, behavioral adaptations, and ecological implications. This stage represents a time of growth, development, and learning for insects, as they prepare for their adult lives and the challenges and opportunities that await them. By studying the complexities of the nymphal stage, we can gain valuable insights into the biology and ecology of invertebrates, as well as the broader dynamics of natural systems.。
西方建筑风格英文版
Gothic architecture
• It is developed by the Roman architecture, inherited by the Renaissance buildings.
• Gothic building features include the pointed arch(尖形拱门), the ribbed vault (肋状拱顶)and the flying buttress(飞拱)
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Façade of the church Santa Susanna
This new architecture focuses on color, light and shadow, sculpture, and strong baroque characteristics.
Italy, Sicily, Syracuse, cathedral Santa Maria delle Colonne
德国Trier(特里尔)的选帝侯宫
• On the one hand, it has a strong emotional appeal and powerful, compelling, on the other hand to show off the wealth and power of the church
Byzantine architecture
Started from Byzantine empire.In ancient Rome Brazil card(巴西利卡式), on the basis of eastern (mainly the Persian, two river basin, Syria, etc.) art, form a new style. It has a great influence on the eastern European and islamic buildings
翻译——精选推荐
翻译AbstractSeismic Performance Assessment and Probabilistic Repair Cost Analysis of Precast Concrete Cladding Systems for Multistory BuildingsbyJeffrey Patrick HuntDoctor of Philosophy in Engineering –Civil and Environmental EngineeringUniversity of California, BerkeleyProfessor Bozidar Stojadinovic, ChairAnalytical and experimental tests have shown that the seismic response of multistorymoment-frame structures with precast concrete cladding in moderate to severe earthquakes is significantly influenced by the cladding system. Moreover, considerable damage to the cladding system components from recent earthquakes has been reported. The cladding system can account for a significant portion of the initial cost of a building, often as much as 20%. However, inseismic analysis and design, engineers typically ignore the additional stiffness and damping thatthe cladding system may provide, which could prove to be beneficial or detrimental to the building’s seismic performance. Most of the efforts in nonlinear dynamic modeling focus on representing the behavior of structural elements and do not include the effects of non-structural elements such as cladding systems. The purpose of the research discussed in this dissertation isto study the effect that the cladding system has on the structural response of multistory buildings,to develop analytical equations to estimate the seismic demands in the cladding connections, to calculate the probability of failure of typical cladding connections, and to determine the postearthquake repair costs and repair times of typical cladding systems.The nine-story LA SAC steel moment-frame building is selected as the study building,and a two-dimensional, nonlinear model is developed of the bare-frame structure in OpenSees.The steel moment-resisting frame of the bare-frame structure is modeled using nonlinear forcebeam-column line elements capable of representing distributedplasticity along their length. Theframe connections are reduced-beam section (RBS) moment connections, and their modeledcyclic moment-rotation behavior is based on experimental test results of the connection.Analytical models of three different precast cladding designs are applied to the bare-framestructure to study their effect on the building’s seismic response. The three cladding designs represent common systems used in regular multistory buildings in modern construction. The first cladding design, cladding type C1, consists of alternating horizontal bands of spandrel panels (covering the exterior floor beams) and glazing. The spandrel panels extend the full width of thebay. The second cladding design, cladding type C2, consists of spandrel panels that extend thefull height of the story with rectangular window openings “punched” into their surface. The thirdcladding design, cladding type C3, consists of the same spandrel panels as in type C1 withcolumn cover panels spanning between adjacent spandrel panels.The force-deformation curvesof the connections used in the model are obtained from experimental tests of push-pullconnections and column cover connections. The total seismic mass of the models with the cladding systems is the same as the total seismic mass of the bare-frame model. However; in themodels with cladding, the seismic mass is distributed between the beam-column nodes and thenodes of the cladding system according to their respective tributary weights.The effects of the cladding on the seismic response of the bare-frame structure are studiedby performing modal analyses, nonlinear static pushover analyses, and nonlinear dynamic timehistoryanalyses of the analytical models. The inclusion of cladding decreases the fundamentalperiod of the building by only 4%; however, the effects of the cladding on the maximuminterstory drifts, floor accelerations, and plastic hinge rotations are significant. Time-historyanalyses of each model are performed using 140 ground motions. The ground motions in eachbin are scaled by a common factor (cloud method with constant scaling) to ensure nonlinearresponse was captured. The time-history results are plotted in log-log space, and a linear trendline is fitted to the data to represent the mean maximum response values. The time-history resultsreveal that the addition of cladding reduces the mean maximum interstory drift ratios in the bareframemodel by up to 22%, 28%, and 33% for the 50%-, 10%-, and 2%-in-50 year probability ofexceedance levels, respectively. The reductions in interstory drift are the largest for claddingtype C3 and smallest for cladding type C1. The mean residual interstory drifts are small for alllevels of intensity and were not significantly affected by the cladding. The mean maximum flooraccelerations are not significantly affected by cladding types C1 and C2: the mean values ofmaximum floor accelerations in the bare frame structure are reduced by only 8% for these twocladding types. On the other hand, the mean values of the maximum acceleration at the roof levelin the model with cladding type C3 are up to 35%, 63%, and 97% larger than the values in thebare frame structure for the 50%-, 10%-, and 2%-in-50 year probability of exceedance level,respectively.The finite-element models of structures with cladding are time-consuming to create andcomputationally demanding to analyze. Thus, analytical equations are derived to describe themechanisms for deformation in the cladding connectors. The equations are used to estimate themaximum deformations in the push-pull and column cover connectors. The maximumdeformations estimated from the equations are compared to the maximum deformations recordedfrom the time-history analyses. The comparisons of the median values of maximum deformationbetween the two approaches show that the analytical equations provide good estimates of the maximum deformations up the height of the building. The analytical equations can be used as conservative estimates of deformation for the seismic design ofsimilar cladding connectors.The time-history analysis results show that significant deformations develop in thecolumn cover connections in moderate earthquakes. The deformations exceed the life-safety, and in some cases, the collapse prevention performance criteria. Thus, the failure probabilities of the column cover connections subject to multiple hazard levels are investigated using structural reliability theory. The analytical equations for estimating the deformations in the column cover connectors are used to construct the limit-state function describing the structural reliability of the connectors. The random variables consist of the maximum interstory drift, the gap width in the slotted connections, and the failure shear deformation in the connectors. The deterministic parameters in the limit-state functions are the panel dimensions and the story height. The correlation coefficients are calculated for the maximum interstory drifts between different stories. The components of the column covers consist of fourconnectors (one in each corner).The component failure probabilities (calculated using FORM) are as high as 44.2%, 70.0%, and 100% for the 50%-, 10%-, and 2%-in-50 year probability of exceedance levels, respectively. The。
廉州湾滨海湿地潮间带大型底栖动物群落次级生产力_何斌源
生态学杂志Chinese Journal of Ecology2013,32(8):2104-2112廉州湾滨海湿地潮间带大型底栖动物群落次级生产力*何斌源1,2**赖廷和1,2王欣1,2潘良浩1,2曹庆先1,2(1广西科学院广西红树林研究中心,广西北海536000;2广西红树林保护与利用重点实验室,广西北海536000)摘要于2011年1月、4月、7月和10月开展广西廉州湾的裸滩、红树林和茳芏(Cyperusmalaccensis)盐沼3种湿地生境类型的潮间带大型底栖动物群落季节动态调查,采用Brey经验公式估算各生境次级生产力。
结果表明:共采集到潮间带大型底栖动物8门156种,其中裸滩生境有136种,红树林生境85种,盐沼生境29种;站位平均种数为裸滩9.5ʃ4.8种,红树林9.5ʃ3.9种,盐沼5.9ʃ1.9种,同时,各类群占总种数比例大小规律一致,为软体动物门>节肢动物门>环节动物门>脊索动物门>其他;盐沼生境大型底栖动物群落结构变化较小,宁波泥蟹(Ilyoplax ningpoensis)优势很明显,随着水体盐度上升,红树林和裸滩优势种由适应低盐环境向适应高盐环境的种类变化;廉州湾潮间带大型底栖动物群落的次级生产力平均为15.88g·m-2·a-1,裸滩、红树林和盐沼生境分别为16.16、9.97、3.88g·m-2·a-1;P/B值平均为0.70,3种生境分别为盐沼1.02,裸滩0.70,红树林0.65;廉州湾潮间带大型底栖动物年湿质量生产量为14623t。
水体盐度和植被类型是影响廉州湾潮间带大型底栖动物群落结构的优势种群以致次级生产力的空间分布变化的主要因素。
关键词滨海湿地;潮间带大型底栖动物;次级生产力;红树林;盐沼;裸滩;廉州湾中图分类号S932文献标识码A文章编号1000-4890(2013)8-2104-09Secondary productivity of benthic macrofaunal community in intertidal zone of LianzhouBay,China.HE Bin-yuan1,2**,LAI Ting-he1,2,WANG Xin1,2,PAN Liang-hao1,2,CAOQing-xian1,2(1Guangxi Mangrove Research Center,Guangxi Academy of Science,Beihai536000,Guangxi,China;2Key Laboratory of Guangxi Mangrove Protection and Utilization,Beihai536000,Guangxi,China).Chinese Journal of Ecology,2013,32(8):2104-2112.Abstract:A seasonal investigation was conducted on the dynamic changes of benthic macrofaunalcommunity in the three types of intertidal habitats,i.e.,bare flat,mangrove forest,and Cyperusmalaccensis saltmarsh,in Lianzhou Bay in January,April,July,and October,2011,and theBrey’s empirical formula was applied to estimate the secondary productivity of benthic macrofau-nal community in the three habitats.A total156species belonging to8phyla of intertidal benthicmacrofauna were collected,among which,136,85,and29species were recorded in bare flat,mangrove forest,and saltmarsh habitats,respectively.The average species abundance per sam-pling station was9.5ʃ4.8species in bare flat,9.5ʃ3.9species in mangrove forest,and5.9ʃ1.9species in saltmarsh,respectively.In all the three habitats,the percentages of different cate-gories to total species followed the same decreasing order of Mollusk>Arthropod>Annelid>Chordate>other categories.The community structure of the benthic macrofauna in saltmarsh hadsmaller change,with Ilyoplax ningpoensis significantly dominated.In mangrove forest and bareflat,the dominant species changed with the water salinity.In the intertidal zone of LianzhouBay,the average secondary productivity of the benthic macrofaunal community was15.88g·m-2·a-1,and that in bare flat,mangrove forest,and saltmarsh was16.16g·m-2·a-1,*广西北部湾重大专项(2010GXNSFE013004、2011GXNSFE018005)、广西科学院基本科研业务费项目(10YJ25HS03)、广西自然科学基金项目(桂科自0991070)和北海市科学研究与技术开发计划项目(200601057)资助。
汽轮机末级三维非定常流动数值模拟_綦蕾
收稿日期:2004-06-20 作者简介:綦 蕾(1981-),女,湖南株洲人,博士生,qileil @ .汽轮机末级三维非定常流动数值模拟綦 蕾 郑 宁 程洪贵(北京航空航天大学能源与动力工程学院,北京100083) 摘 要:空冷汽轮机组采用空气作为冷却介质,是一种典型的变工况运行机组.深入了解透平叶片在设计状态和高背压条件下的非定常流动机理,能更好设计空冷汽轮机以及提高叶轮机械的性能和稳定性.主要利用三维粘性非定常数值模拟的方法对设计状态和高背压条件下透平叶片内部的流动进行模拟,并分析了设计状态和高背压条件下非定常流动机理.结果表明,在设计状态动静干涉作用是导致非定常现象产生的主要原因;在高背压条件下动静干涉作用很弱,导致非定常现象不明显.关 键 词:透平;非定常流动;动静干涉中图分类号:V 221文献标识码:A 文章编号:1001-5965(2005)02-0206-06Numerical simulation of the 3-D unsteady flo w in the last stage ofthe steam turbineQi Lei Zheng Ning Cheng Honggui(S c hool of Jet Propulsion ,Beijing University of Aeronautics and Astronautics ,Beijing 100083,China )Abstract :Air cooling steam tur bine uses air as working fluid ,and it works in variable -operating condition .It is important for the design of air cooling steam tur bine and the performance and stability of tur bine to study unsteady flow mechanism in design and off -design state .The flow of turbine in design and off -design state was simulated bythe method of numerical simulation of 3-D viscous flow ,and the flow mechanism in design and off -design state was studed .The results sho w r otor -stator interaction causes unsteady flow in design state ,and the rotor -stator interaction in off -design state is weak ,the unsteady phenomena is not obvious in off -design state .Key words :turbine ;unsteady flow ;rotor -stator interaction 空冷汽轮机组与湿冷汽轮机组相比,具有明显的节约水资源的优势,其不利因素在于空冷汽轮机组低压缸末级的出口背压较高,且随着工作环境的变化,出口背压变化范围较大,末级叶片应力会大幅度变化.当背压高于设计状态接近鼓风状态时,汽轮机组在小容积流量下工作,末级动叶进口的流动存在大负攻角,动叶顶部的负攻角更为明显.大负攻角来流在动叶压力面造成大尺度分离流动,而大尺度分离流动和叶片自身的微幅振动,可能导致叶片气动弹性失稳,甚至发生颤振,造成末级叶片损坏.深入了解透平叶片在高背压条件下的非定常流动机理,并有效地在设计中控制叶片排内流动,减小叶片应力,提高工作效率,对于空冷汽轮机极为重要,对提高叶轮机械的性能和稳定性也具有重要意义.叶轮机械内部的流动本质上是三维非定常复杂流动.在一定的负荷水平下,叶轮机械的效率和稳定工作范围等是衡量其性能好坏的重要指标.效率的高低取决于气流流过叶片通道时损失的大小.非定常作用将直接影响到损失的产生、输运和扩散,并在叶片上产生非定常负荷.叶轮机内非定常流动通常包括2层含义,分别对应2类不同的2005年2月第31卷第2期北京航空航天大学学报Journal of Beijing University of Aeronautics and AstronauticsFebruary 2005Vol .31 No .2DOI :10.13700/j .bh .1001-5965.2005.02.022流动现象[1]:一类是所谓流动失稳现象,即设计时希望避开的不稳定工作状态如旋转失速,喘振,颤振以及流场畸变等;另一类则为广义的流动非定常性,反映流场的动态特征.绝大多数非定常流动是由于各叶片排的周向非均匀流动以及转子静子之间的相对运动所引起.其中第二类非定常流动又分为以下几个方面[2]:①位势作用,即由于转子和静子压力场的相对运动所引起的非定常性,表现为无粘作用,它的影响可以向上、下游相邻叶片排传递,一般在一个栅距(或弦长)之内衰减,在其作用范围之内(轴向间距较小时)引起的非定常效应很明显,它会引起叶片排上、下游周向流场非均匀分布;②尾迹和叶片排之间的相互作用,即转子(静子)叶片的尾迹通过下游静子(转子)时,所产生的非定常压力,表面热交换以及与边界层之间的相互作用,它是非定常流动现象的重要来源之一,它的作用距离比位势流大,可以作用到下游几个弦长距离;③叶轮机级中由于二次流、激波、边界层的变形等引起的三维非定常效应,以及多级环境中存在的Clocking现象;另外,由于不稳定的分离,尾迹涡的脱落,进口畸变,转捩等也是引起非定常流动的因素,它们的存在形成了宽频谱的非定常特性.1 数值方法1.1 计算方法本文数值计算采用NUMECA商用软件,控制方程为非定常雷诺平均N-S方程,空间采用中心差分格式,时间采用二阶迎风格式.同时在非定常计算中采用了隐式双重时间步法.湍流模型采用S-A模型.为加速收敛,计算采用全多重网格方法.1.2 计算网格设置设计状态和非设计状态高背压下(非设计状态)的非定常计算均采用同一计算网格,如图1.网格采用HOH型网格.一个周期通道的网格总数约75万,其中静叶进口段的H型网格数17×33×13,环绕静叶叶片的O型网格数21×33×113;动叶进口段的H型网格数25×33×17,环绕动叶叶片的O型网格数19×33×121,动叶出口段的H型网格数为17×33×29.网格近壁区y+值的大小静叶约为20,动叶约为10.1.3 计算参数设定非定常计算采用Domain Scaling方法,它要求上下游叶片的计算域周向尺寸相等,为此,将静叶和动叶数简化为3:5,同时为了保证叶片堵塞度一致,对静子和转子叶片尺寸均按一定比例进行缩放.计算时一个周期内设定60个物理时间步.动静叶交界面采用超限插值.边界条件进口给定总温、总压和气流角的均匀分布,出口按径向平衡原理给定50%动叶叶高处静压值.初始条件是用定常计算收敛结果作为初场.图1 计算网格2 数值模拟结果及分析2.1 设计状态图2和图3分别为160T~2160T时刻的叶中S1流面熵增云图和静压云图(颜色由深至浅数值大小递增,下同),图中标明了叶片的编号.由图看出,随时间的发展,对于同一编号的动叶,相对静叶的周向位置不断改变,同时熵增和静压分布都相应发生变化,流动随时间呈周期性变化.整个周期的流动过程比较直观地体现了设计点流动的非定常效应.这主要是由叶轮机内流动中常见的动静干涉作用引起的非定常效应.这一非定常效应是由于转子叶片相对静子叶片周向位置发生了改变产生的转子与静子之间的位势作用,以及上游静子叶片尾迹与下游转子叶片的相互作用造成的.2.1.1 静子尾迹对转子的非定常作用从图2看出,静叶尾迹(高熵区域)扫过下游区域,并一直延伸到转子通道内,随着动叶相对于静叶的周向位置改变,下游转子通道中的熵分布也随之变化.从静叶尾迹发展的方向来看,由于静叶和动叶之间的间距较远,静叶尾迹进入动叶通道后,分布已经不很集中,扩散到很大范围,这一熵增区域一直延续到下游转子出口.2.1.2 静子对转子的激波和位势场作用非定常流场中各时刻转子周围的压力场主要受到激波和位势场作用影响.观察图2和图3发现(例如在160T时刻2号转子进口前的区域),在熵分布图中,静叶尾迹扫过下游区域时,在转子207第2期 綦 蕾等:汽轮机末级三维非定常流动数值模拟 图2 设计状态不同时刻叶中S1流面熵增分布图3 设计状态不同时刻叶中S1流面压力系数分布前有一个区域尾迹的发展出现间断,同时在这个区域静压云图显示为明显的高压区,这说明上游静子的位势场对下游转子的非定常作用比较强烈,对流动的影响比尾迹作用要强.此外从图4设计状态动叶叶中压力系数分布对应图3可以发现,转子1的吸、压力面在受静叶位势场作用比较强烈的位置压力梯度相应增加.从图中不同时刻静叶叶中表面压力系数分布图中可以看到,静子叶片后部吸、压力面之间的压力差明显比叶片前部大,静叶是明显的后加载叶型.因为静子叶片后部负荷较大,所以它的位势场对下游转子的非定常作用比较强烈.另外,从图5非定常计算结果160T时刻的叶片根、中、尖相对马赫数分布图可看出,由于汽208北京航空航天大学学报 2005年 a 设计状态静叶叶中b 设计状态动叶叶中图4 设计状态叶中表面压力系数分布流在静子通道内加速程度较大,到静叶出口处已达到超音,同时在静叶尾缘出口处产生了燕尾型的斜激波.燕尾波朝向下游叶栅的分支外尾波作用在下游转子叶片前缘也能产生强烈的非定常气动力.本算例中静叶尾缘出口激波以及静叶位势场是产生转子通道内非定常现象最主要的因素.2.1.3 转子对静子的非定常位势作用从图4的静叶叶中表面压力系数分布看出,只在静叶吸力面尾缘处能够看到较微弱的非定常压力波动,这说明动叶对静叶的位势作用不明显.如图4b 所示,动叶叶片前部的负荷相对较小,转子通道的前部区域周向压力梯度较小,使得转子叶片对上游静子产生的位势作用较小.对非定常流场的分析初步认定,在设计状态非定常流动中,动静干涉的非定常效应较强,其中静叶对动叶的势干扰起主导作用.这是由于设计状态静叶后部的负荷较大,且出口汽流超音造成的.2.2 非设计状态流动分析非设计状态计算结果与设计状态的结果差别较大,计算结果总效率已由设计状态的约0.9降低到接近于零.主要是由于出口背压明显增高,汽a 叶根(10%叶高)b 叶中(50%叶高)c 叶尖(90%叶高)图5 设计状态1 60T 时刻S1流面相对马赫数分布流通过末级通道时膨胀比急剧减小,流动接近鼓风工况,汽流几乎不对叶片做功.另外高背压导致末级动叶进口产生大负攻角,使得动叶靠近压力面处出现大的分离区,给流动带来很大损失.在透平机械内部,转子相对静子叶片的旋转使得转静子叶片之间的相互干涉作用成为导致非定常效应的重要因素.转子叶片中的各个时刻压力场结构受动静干涉中2个非定常作用的影响:一是位势作用,即转、静子之间的压力波的相互作用,二是静叶尾迹作用.转、静子之间的位势作用以及上游静子的尾迹对下游转子通道内流动的影响是引起叶栅通道内部流动非定常效应的一个主要驱动源.以下从动静干涉这几个方面着重分析有大分离情况下的非定常流动.209第2期 綦 蕾等:汽轮机末级三维非定常流动数值模拟2.2.1 转子通道内的旋涡流动当背压升高,末级的落压比减小,轴流速度减小时,动叶处于大负攻角工作状态,汽流在动叶的压力面发生强烈分离.从图6a ~图6c 的流线分布可以看出,在动叶通道中,靠近动叶压力面处有一个顺时针旋转的大分离涡.从动叶通道三维流线可以看出,这个分离涡是一个三维的涡系结构,几乎占据了整个叶高通道.从图6b 和图6c 可以看出,动叶压力面在大负攻角下形成的大的分离涡是在叶片前缘处形成的,分离涡中的汽流沿顺时针方向旋转并向叶尖迁移,并与叶尖处壁面附近的流体掺混后沿主流方向流出.从图7b 动叶叶中表面压力系数分布可以看出,转子通道内的大分离涡已经严重改变了动叶表面的压力分布形式,在压力面受分离涡影响的区域,压力值急剧减小,甚至小于吸力面的压力值,这导致了动叶做功能力减小甚至不做功.a 动叶通道三维流线b动叶压力面流线c 叶中S1流面流线图6 非设计状态流线从计算结果的S1流面流场动画来看,随着动、静叶之间相对位置发生变化,流场的参数分布几乎不变;在S1流面分离区内也没有明显的非定常现象.从图7不同时刻动静叶叶中表面压力系数分布也能明显看到,1 60T ~21 60T 各时刻的压力几乎没有任何波动.在动叶通道中有如此大的分离涡,但在非定常流场中却看不出涡有任何的波动,几乎是原地不动.由于计算中使用的网格数有限,难以捕捉到分离涡的非定常运动.在鼓风状态下,末级的流动分离会向上游发展,波及次末级的流动,末级静子入口来流受上游流动的影响,在径向和周向也会有一定的畸变,而且非定常流动会在多个通道中波动,流动的周期性差.这些对于流动的非定常性都会有一定的影响,其影响的量级还不能准确估计.由于计算区域只包括末级单级的3个静叶通道和下游的5个动叶通道,不是多级整圈的全部叶片通道,可能非定常流动的波动受到限制,没有捕捉到分离涡的非定常现象.a 非设计状态静叶叶中b 非设计状态动叶叶中图7 非设计状态叶中表面压力系数分布2.2.2 静子对转子的势干扰图7a 显示,与设计状态的流动相比,静叶的负荷分布已经发生了明显变化,叶片压力面和吸力面之间的压力差变小,静叶负荷减小,且静叶尾缘处的负荷减小得更加明显,直接导致静叶尾缘处和静叶出口处的压力分布的周向梯度减小,如图8所示.图8显示静叶的出口压力在周向的梯度很小,从压力面到吸力面的周向压力系数的落差最大约为0.1,而图8中在设计状态这个值高210北京航空航天大学学报 2005年达3.另外,由于汽流在静子通道内减压加速程度大大降低,静叶出口汽流为亚音,静叶尾缘出口没有燕尾波产生,因此对下游转子叶片的非定常作用进一步减弱.一般认为,叶轮机械内的动静干涉现象是由于动、静叶相对运动导致的相邻叶片排周向非均匀流场的相互作用引起的.静叶出口的周向压力梯度很小,则动叶旋转掠过静叶出口的周向不均匀压力场所受到的非定常力相应比较弱.据此分析可以理解,为什么在设计状态观察到的由于动静之间相互位置转动引起的较强的静叶对动叶的压力干扰在大负攻角状态变得很小,事实上是由于大负攻角状态下静子叶片的负荷减小造成的.b 非设计状态图8设计状态和非设计状态叶中静叶出口静压沿周向分布a 设计状态 综合以上几方面的因素,可以判断在给定的计算条件下,计算结果所得到的流场是基本合理的.透平叶片在高出口背压下,动叶进口存在大的负攻角,在动叶靠近压力面处造成大尺度分离流动.通过对流动的分析认为,在鼓风状态下,由于静叶载荷较小,动静干涉较弱,在设计状态中表现明显的动静之间相互的压力干涉变得较弱.3 结 论1)通过对低压缸末级的全三维非定常数值模拟,分析了动静干涉对非定常效应的影响,在设计点上,静叶对动叶的势干扰强于动叶对静叶的势干扰动.动、静干涉作用直接导致叶片表面负荷分布的变化,对透平的应力和效率有不可忽视的影响.2)透平叶片排在高出口背压条件下,动叶进口存在大的负攻角,在叶型内部造成大尺度分离流动,这种分离流动几乎占据了整个转子通道,且具有强三维特性,对透平叶片排的负荷分布和级效率都有很大影响,必须加以控制.3)通过对分离流动非定常数值模拟结果的分析认为,由于在高背压条件下载荷减小,静叶出口的周向压力梯度很小,因此动叶旋转掠过静叶出口的周向不均匀压力场所产生的非定常动静干涉作用较弱.受计算条件的限制,分离涡比较稳定,没有体现出流动的非定常效应.4)非设计状态下特殊的非定常现象,给出一种启发,如果能进一步深入理解这种状态下非定常流动产生的条件和机理,对通道中大分离涡的形成和发展加以控制,这对于提高整个叶轮机械的效率,加强流动稳定性都将产生很深远的影响.参考文献(References )[1]徐力平.叶轮机内非定常流动和叶轮机气动力学的实验手段[A ].气动热力学发展战略研讨会专题报告汇编[C ].北京,1989Xu Liping .The experi ment met hod of uns teady flow and aerodynam -ics in turbine [A ].The Special Report Compile of Aerothermodyna -mics Development Strategy Proseminar [C ].Beijing ,1989(in Chi -nese )[2]Eulitz F ,Engel K ,Gebing H .Numerical invers tigation of the clock -ing effects in a multis tage turbine [R ].ASME 96-GT -26,1996[3]Hodson H P ,Dawes W N .On t he interpretation of meas ured profileloss er in uns teady wake -turbine blade interaction studies [R ].ASME 96-GT -494,1996211第2期 綦 蕾等:汽轮机末级三维非定常流动数值模拟 。
二化螟滞育生物学特性的研究进展
生物灾害科学2012,35(1):1-6Biological Disaster Science,Vol.35,No.1,2012swzhkx@收稿日期:2012-03-05基金项目:江西省自然科学基金项目(2010GZN0034)作者简介:肖海军,副教授,博士,主要从事昆虫滞育和迁飞生物学研究,E-mail:hjxiao@ ;*通信作者:薛芳森,教授,E-mail:xue_fangsen@ 。
DOI :10.3969/j.issn.2095-3704.2012.01.001二化螟滞育生物学特性的研究进展肖海军,何海敏,薛芳森摘要:二化螟是我国水稻上一种重要的钻蛀性害虫,以幼虫滞育越冬。
本文总结了二化螟滞育生物学特性的总体研究进展,包括滞育诱导、滞育的维持和解除、滞育后的发育、越冬滞育幼虫的年龄组成、越冬滞育幼虫抗寒性与越冬存活等方面。
关键词:二化螟;滞育生物学;研究进展中图分类号:S435.112文献标志码:A文章编号:2095-3704(2012)01-0001-06Research Progress in Char acteristics of Diapause Biology in Chilo suppressalisXIAO Hai-jun,HE Hai-min,XUE Fang-sen *(江西农业大学昆虫研究所,江西南昌330045)*(Institute of Entomology,Jiangxi Agricultural University,Nanchang 330045,China )Abstra ct:The rice stem borer,Chilo suppressalis,overwintering as larva,is one of the serious rice pests in China.The paper gave an overview on characteristics of diapause biology in C.suppressalis,including the diapause induction,diapause maintenance and termination,post-diapause development,population structure of the overwintering diapause larvae,as well as the cold hardness and survival of the overwintering diapause larvae.Key wor ds:Chilo suppressalis;diapause biology;research progress 二化螟Chilo suppressalis 俗称钻心虫,属鳞翅目(Lepidoptera )、螟蛾科(Pyralidae )、禾草螟属(Chilo Zinchin ),是我国水稻生产中一种重要的钻蛀性害虫。
长心卡帕藻多糖的超声提取工艺优化及其抗过敏活性
吴天翔,李振兴,吴燕燕,等. 长心卡帕藻多糖的超声提取工艺优化及其抗过敏活性[J]. 食品工业科技,2023,44(19):208−216.doi: 10.13386/j.issn1002-0306.2022110034WU Tianxiang, LI Zhenxing, WU Yanyan, et al. Optimization of Ultrasonic Extraction Process and Anti-allergic Activity of Sulfated Polysaccharides from Kappaphycus alvarezii [J]. Science and Technology of Food Industry, 2023, 44(19): 208−216. (in Chinese with English abstract). doi: 10.13386/j.issn1002-0306.2022110034· 工艺技术 ·长心卡帕藻多糖的超声提取工艺优化及其抗过敏活性吴天翔1,2,李振兴1,吴燕燕2,3,杨贤庆2,3,李来好2,3,陈胜军2,3,戚 勃2,3,赵永强2,3,*(1.中国海洋大学食品科学与工程学院,山东青岛 266003;2.中国水产科学研究院南海水产研究所,农业农村部水产品加工重点实验室,广东广州 510300;3.三亚热带水产研究院,海南省深远海渔业资源高效利用与加工重点实验室,海南三亚 572018)摘 要:为获得一种长心卡帕藻多糖的最佳提取工艺并测定抗过敏活性,该研究在单因素实验的基础上,以长心卡帕藻的多糖得率作为考察指标,选择料液比、超声波预处理时间、提取时间进行响应面优化实验,确定最佳工艺条件,并通过DEAE-52纤维素层析柱对提取的粗多糖进行纯化。
随后利用RBL-2H3细胞模型,分别测定纯化后的长心卡帕藻多糖对RBL-2H3细胞活力、细胞脱颗粒抑制及细胞组胺释放水平调节的影响。
诺丽芙特级初榨橄榄油说明书
Marca / BrandKnolive EpicureCalidad Aceite de Oliva Virgen Extra.CategoryExtra Virgin Olive Oil.Tipo de aceitunaBlend de variedades Hojiblanca y Picuda.Olive VarietyBlend of "hojiblanca" and "picuda" varieties.OrigenAceite procedente de olivos centenarios cultivados en altitud dentro del Parque Natural de las Sierras Subbéticas en Priego de Córdoba.OriginOil from ancient trees grown on high ground within the Sierra Subbetica National Park in Priego de Cordoba, a region recognized worldwide.Método de extracción Extracción mediante centrifugación a dos fases.Extraction Method Extraction by two-stage centrifugation.Método de recolecciónMecánica y manual.HarvestingMechanical and manual.AlmacenamientoBodega climatizada con depósitos de acero inoxidable inertizados.StorageClimate-controlled cellar with stainless steel tanks inerted by a bed of nitrogen gas to prevent oxidation.Color Color verde con reflejos dorados delicados.ColourGreen colour with delicate golden gleams.Notas de cataTasting notesPresentación Botella de Cristal 250 ml y 500 ml Explosión de notas deliciosamente afrutadas. Delicadosabor a tomate, hierba recién cortada y almendra verde, final de notas amargas y agradable picante de pimienta blanca. Aromas frescos y frutados de manzada.An explosion of delicius fruit. Perfumed and fragant, a delicate taste of tomato leaf, freshly-cut grass and green almonds, a finish with a touch of bitterness, overlaid with an agreeable hint of white pepper. Fresh and fruity apple flavours.1234567Frutado Verde/Fruity green Amargo/BitterPicante/SpicyDulce/SweetHoja/SheetManzana Verde/Green AppleAlmendra Verde/Green AlmondHierba/GrassPlátano Verde/Green BananaTomatera/TomatoPlantas Aromáticas/Aro matic PlantsWORLD´S BEST OLIVE OILS MILLS Ranking Mundial / World Ranking 2018 -Cuarta Clasificada / Fourth Place 2019 -Quinta Clasificada / Fifth Place WORLD RANKING OILS MILLS Ranking Mundial / World Ranking 2018 -Séptima Clasificada / Septh Place 2019 -Sexta Clasificada / Sixth PlacePackaging Glass Bottle 250 ml y 500 mlFICHA TÉCNICA Y LOGÍSTICA /TECHNICAL AND LOGISTICS DATA SHEETFORMATO DE ENVASE Y EMBALAJE / PACKAGING REQUIREMENTSCantidades no significativas de fibra alimentaria, azúcares, vitamina A, vitamina C, calcio y hierro Not a significant source of dietary fiber, sugars, vitamin A, vitamin C, calcium and iron Los valores porcentuales diarios son en base a una dieta de 2000 calorías Percent daily values are based on a 2,000 calories diet.。
气候箱法 英文
气候箱法英文Climate Chamber ExperimentThe climate chamber, also known as an environmental chamber or growth chamber, is a versatile and essential tool used in various scientific disciplines, including plant biology, material science, and environmental research. This controlled environment allows researchers to simulate and manipulate specific environmental conditions, such as temperature, humidity, light intensity, and atmospheric composition, to study their effects on living organisms, materials, or processes.One of the primary applications of the climate chamber is in plant research. Researchers can use these chambers to study the response of plants to different environmental stresses, such as drought, heat, or cold, and to optimize growing conditions for specific species. By controlling the temperature, light, and humidity levels within the chamber, scientists can mimic the natural conditions of various climates, allowing them to observe and analyze plant growth, development, and physiological responses under these simulated environments.Another important application of the climate chamber is in the field of material science. These chambers can be used to test the durability and performance of materials under extreme environmental conditions, such as high or low temperatures, humidity, or exposure to specific gases or chemicals. This information is crucial for the development and improvement of a wide range of products, from building materials to electronic components, ensuring their reliability and longevity under real-world conditions.In the realm of environmental research, climate chambers play a vital role in understanding the complex interactions between living organisms and their surrounding environment. Researchers can use these chambers to study the effects of climate change, pollution, or other environmental stressors on various species, including plants, animals, and microorganisms. By manipulating the environmental conditions within the chamber, scientists can gain valuable insights into the mechanisms by which these organisms respond and adapt to changes in their environment.The design and construction of a climate chamber can vary depending on the specific needs of the research project. However, most climate chambers share common features, such as a well-insulated enclosure, precise temperature and humidity control systems, and customizable lighting and atmospheric conditions.Some advanced climate chambers may also include additional features, such as soil moisture monitoring, gas exchange measurements, or automated data logging systems, to enhance the accuracy and reproducibility of the experiments.The process of conducting experiments within a climate chamber typically involves several steps. First, the researcher must carefully design the experiment, taking into account the specific variables and parameters they wish to investigate. This may involve selecting the appropriate plant species or materials, determining the environmental conditions to be tested, and establishing the necessary protocols for data collection and analysis.Once the experiment is designed, the researcher will carefully set up the climate chamber, ensuring that all the necessary equipment and sensors are properly calibrated and functioning. The desired environmental conditions are then programmed into the chamber's control system, and the experiment is initiated. Throughout the experiment, the researcher will closely monitor the chamber's performance, making any necessary adjustments to ensure the stability and consistency of the environmental conditions.As the experiment progresses, the researcher will collect data on the various parameters of interest, such as plant growth, material performance, or the response of organisms to the simulatedenvironmental conditions. This data is then analyzed using statistical methods and compared to control experiments or previous studies to draw meaningful conclusions about the underlying mechanisms and processes being investigated.The climate chamber has become an indispensable tool in the scientific community, enabling researchers to conduct high-quality, reproducible experiments that would be difficult or impossible to achieve in natural environments. By providing a controlled and customizable environment, the climate chamber allows scientists to isolate and study the specific factors that influence the behavior and performance of living organisms, materials, and environmental processes.As our understanding of the complex interactions between living systems and their environments continues to grow, the importance of the climate chamber in scientific research will only increase. This powerful tool will continue to play a crucial role in advancing our knowledge and informing the development of innovative solutions to address the pressing environmental challenges we face today and in the future.。
TorreyPineandClimateChange(托里松与气候变化)
Pinus torreyana in North San Diego County grows in a limited region along the coast near Del Mar; the oldest trees are somewhat over a century old. The history of its rate of growth is contained in its tree rings, which tell an interesting story about patterns of climate change; that is, the history of precipitation in the region.
NASA
Another important wind is the esterly wind moving parallel to the coast and joining the trade wind farther south. This wind is responsible for driving the California Current, and for upwelling of cold water along the shore (left graph).
So, precipitation in our region is correlated with surface temperatures in the eastern tropical Pacific. Surprise is but modest. But: the biggest correlation of precip. in the Southwest is with the surface temperatures south of Greenland!! We get more rain when it is cold there. Big surprise! No one really understands why this is so.
小学上册B卷英语第三单元寒假试卷[含答案]
小学上册英语第三单元寒假试卷[含答案]英语试题一、综合题(本题有100小题,每小题1分,共100分.每小题不选、错误,均不给分)1. A ______ is a geographical feature that can act as a barrier.2.Cleopatra was the last active ruler of _______.3.Which instrument has keys and is played by pressing down?A. GuitarB. FluteC. PianoD. Drums答案:C4.What do we call a large, fluffy animal often kept as a pet?A. DogB. CatC. RabbitD. All of the above5.Which animal barks?A. CatB. CowC. DogD. Duck6.What sound does a cow make?A. MeowB. BarkC. MooD. Quack答案:C7.I want to _____ (try) new food.8. A __________ is a mixture of different substances.9.What do we call the process of waking up in the morning?A. SleepingB. RisingC. AwakeningD. Both B and C10.The stars twinkle _______ (在夜空中).11.They are making ________ for dinner.12.The _______ (小老虎) is a powerful predator.13.The capital of Belarus is ________ (明斯克).14.What is the name of the famous bear who loves honey?A. PaddingtonB. Winnie the PoohC. Yogi BearD. Baloo15.What is the capital of Greece?A. AthensB. RomeC. CairoD. Istanbul答案:A16. A solid has a _____ shape and volume.17.What do we call the process of changing from a gas to a liquid?A. FreezingB. CondensationC. EvaporationD. Melting答案:B18.What is the shape of a basketball?A. SquareB. TriangleC. CircleD. Oval19.What is 7 + 8?A. 16B. 15C. 14D. 13答案:A20.The Earth rotates on its ______ once every hours.21.What do you call the person who teaches you at school?A. DoctorB. TeacherC. EngineerD. Chef答案:B22.Flowers need ______ to grow.23.My uncle brings me ____.24.The __________ (社会变迁) shape our understanding of history.25.What is the capital of the Netherlands?A. AmsterdamB. BrusselsC. CopenhagenD. Berlin26.What do we call the lines on a map that run east to west?A. LatitudeB. LongitudeC. EquatorD. Prime Meridian答案:A27.My _______ (猫) loves to nap.28.The _____ (forest/park) is quiet.29.The chemical formula for iron(II) oxide is _____.30.The beaver works hard to build a ____.31. A _______ (鲨鱼) is a powerful predator.32.What is the name of the famous scientist who developed the theory of relativity?A. NewtonB. EinsteinC. GalileoD. Curie答案:B33.The first flight by the Wright brothers was in __________ (1903).34.The _______ (The Great Depression) led to widespread economic hardship.35.My favorite vegetable is ________.36.In my dreams, my ________ (玩具名) take me on magical journeys.37. A catalyst is a substance that speeds up a ________ without being consumed.38.The ________ (气候模式) changes with seasons.39.The _____ (火车站) is crowded.40.What type of animal is a frog?A. MammalB. ReptileC. AmphibianD. Fish答案:C41.What is the name of the fairy tale character who lost her glass slipper?A. Snow WhiteB. CinderellaC. BelleD. Ariel答案:B42.The chemical symbol for potassium is ______.43.The _____ (caterpillar) becomes a butterfly.44.My favorite number is _____ (seven/four).45.The chemical symbol for chromium is ______.46.The __________ can reveal the history of geological processes in a region.47.The city of Muscat is the capital of _______.48.My brother wants a ______ (小狗) for his birthday.49.The ________ was a defining moment in the struggle for identity.50.My aunt loves to volunteer at the ____ (shelter).51.My favorite animal is a ___ (dog/cat).52.What do we call a natural satellite that orbits a planet?A. AsteroidB. CometC. MoonD. Star答案:C53.What is the boiling point of water?A. 100 degrees CelsiusB. 50 degrees CelsiusC. 0 degrees CelsiusD. 25 degrees Celsius答案:A54.The bread is _____ (fresh/stale).55.The process of creating hydrogen gas from water requires _______ energy.56.The snow is ___ (melting) in spring.57.I made a fort with my ____ and blankets. (玩具名称)58.What do you call a frozen dessert made of cream?A. CakeB. Ice creamC. PieD. Pudding答案:B59.Hydrogen ions give acids their ________ properties.60.The dog loves to go for a ______.61.Tom is a ______. He loves to play soccer.62.I enjoy playing ______ (棋类游戏) with my friends. It challenges our minds and is lots of fun.63.The first successful test of a nuclear bomb was conducted in ________ (1945).64.The capital of Albania is __________.65.What is the capital of Australia?A. SydneyB. CanberraC. MelbourneD. Brisbane答案:B66.The __________ is the main source of fresh water for many cities. (水库)67.The vegetables are very ___. (fresh)68.What is the capital of Kyrgyzstan?A. BishkekB. OshC. Jalal-AbadD. Talas答案:A Bishkek69.What do we call the smallest unit of life?A. CellB. AtomC. MoleculeD. Organ70. A well-maintained garden can be a source of ______. (一个维护良好的花园可以成为快乐的源泉。
长林系列主要油茶品种在大别山区丰产栽培技术
安徽林业科技2020年安徽林业科技,2020,46(2):18~20Anhui Forestry Science and Technology油茶(Camellia oleifera )是我国特有的木本油料树种,具有很高的经济和社会效益,也是皖西大别山区金寨县重点栽培树种之一。
2004年起,金寨县从中国林科院亚热带林业试验中心长华林场引进了14个长林系油茶优良品种在当地进行栽培试验。
通过几年栽培观察,确立了4个适宜大别山区栽培的丰产、稳产、高出油率的品种。
这些油茶良种已成为近年来大别山区的主要油茶栽培品种,并在金寨县建立了油茶良种繁育基地20hm 2。
以金寨县为主的大别山区栽培与引种地浙江主要区别表现在:一是大别山区砂质土壤区较多,土壤保湿性差;二是降水量大,油茶建园大都是山地和坡地,容易造成水土流失;三是冬季低温时间长,最低气温较低,极易引发冻害;四是生长势和一些物候期发生了一些变化。
由于在以上自然条件方面存在着明显差异,因而在园地选择、整地、苗木保湿、抚育管理、整形修剪等栽培措施上也有很大的不同,笔者在近年的栽培实践中,不断探索和总结出了大别山区长林系列油茶主栽品种的丰产栽培技术。
1园地选择和整理1.1园地选择长林系列主要油茶品种在大别山区丰产栽培技术冯延龄(金寨县林业局,安徽六安237300)摘要:由安徽省金寨县引进栽培的,经安徽省林木良种委员会审定的长林系列油茶品种,近年来已成为大别山区油茶主要栽培品种。
本文从园地选择和整理、苗木栽植、园地管理、整形修剪、林地放蜂5个方面对长林系列主要油茶品种在大别山区的丰产栽培技术进行系统总结,为大别山区油茶发展提供参考。
关键词:油茶;大别山区;丰产技术中图分类号:S794.4文献标识码:A文章编号:2095-0152(2020)02-0018-03High-yield Cultivation Techniques for the Main Cultivars of Camellia oleifera Changlin Seriesin the Dabie Mountainous RegionFENG Yanling(Forestry Bureau of Jinzhai County,Lu'an 237300,Anhui,China)Abstract :Camellia oleifera Changlin Series,introduced to and cultivated in Jinzhai County,Anhui Province,have become the main cultivars of Camellia oleifera in the Dabie Mountainous Region in recent years.In this paper,a systematic summary was made on the high -yield cultivation techniques for the main cultivars of Camellia oleifera Changlin Series from 5aspects including selection andpreparation of plantation sites,planting of seedlings,plantation management,shaping and pruning and release of pollination bees,so as toprovide reference for developing Camellia oleifera plantations in the Dabie Mountainous Region.Keywords :Camellia oleifera ;The Dabie Mountainous Region;High-yield cultivation techniques收稿日期:2020-02-20修回日期:2020-03-27作者简介:冯延龄(1963-),男,高级工程师,主要从事油茶、板栗、山核桃等科技推广和研究工作。
Mechanical Design of Structures
Mechanical Design of Structures Mechanical design of structures is a critical aspect of engineering that involves the creation and development of various types of structures, such as buildings, bridges, and industrial facilities. This process requires a deep understanding of mechanical principles, materials science, and structural analysis to ensure that the resulting structures are safe, reliable, and cost-effective. One of the key considerations in mechanical design is the selection of appropriate materials for the structure. This involves evaluating the mechanical properties of different materials, such as strength, stiffness, and durability, to determine the most suitable option for the specific application. Factors such as environmental conditions, load requirements, and cost constraints must also be taken into account when choosing materials for a structure. In addition to material selection, the design process also involves the calculation and analysis of the structural elements to ensure that they can withstand the anticipated loads and forces. This requires the use of advanced engineering software and mathematical modeling to simulate the behavior of the structure under different conditions. By conducting thorough structural analysis, engineers can identify potential weak points and make necessary adjustments to improve the overall performance and safety of the structure. Furthermore, mechanical design of structures also involves the consideration of various external factors, such as seismic activity, wind loads, and temperature variations. These environmental factors can have a significant impact on the structural integrity of a building or bridge, and must be carefully evaluated during the design process. Engineers must incorporate appropriate safety measures and design features to mitigate the effects of these external forces and ensure the long-term stability of the structure. Moreover, the mechanical design of structures also plays a crucial role in ensuring the sustainability and energy efficiency of buildings and infrastructure. By incorporating innovative design solutions, such as passive solar heating, natural ventilation, and energy-efficient materials, engineers can reduce the environmental impact of structures and contribute to a more sustainable built environment. This aspect of mechanical design requires a holistic approach that considers not only the structural integrity, but also the environmental and socialimplications of the design. In conclusion, the mechanical design of structures is a complex and multifaceted process that requires a deep understanding of mechanical principles, materials science, and structural analysis. By carefully considering material selection, conducting thorough structural analysis, and addressing external factors and sustainability concerns, engineers can create safe, reliable, and sustainable structures that meet the needs of society. This field of engineering is essential for the development of our built environment and plays a critical role in shaping the world around us.。
21世纪工程硕士研究生英语-综合教程(下册)Unit6课文翻译
Unit 6 Saving Nature,But Only for Man仅为人类拯救自然Charles Krauthammer1. Environmental sensitivity is now as required an attitude in polite society as is, say, belief in democracy. But now that everyone from Ted Turner to George Bush, Dow to Exxon has professed love for Mother Earth, how are we to choose among the dozens of conflicting proposals, restrictions, projects, regulations and laws advanced in the name of the environment? Clearly not everything with an environmental claim is worth doing. How to choose?在当今文明社会中,对环境的敏感性就像对民主的信仰一样是一种不可或缺的态度。
但是现在从TT到BU,从D到EXXON的每个人都表达了对地球的热爱。
我们如何在以环境之名提出的许多相互矛盾的建议,约束,提案,中进行选择?显而易见,并不是每件冠以环境之名的提议都值得去尝试,我们该如何选择呢?2. There is a simple way. First, distinguish between environmental luxuries and environmental necessities. Luxuries are those things it would be nice to have if costless. Necessities are those things we must have regardless. Then apply a rule. Call it the fundamental axiom of sane environmentalism: Combatting ecological change that directly threatens the health and safety of people is an environmental necessity. All else is luxury.这里有一种简便的方法,首先,要区分什么是保护环境的奢侈品,什么是保护环境的必需品。
吉林2024年07版小学第9次英语第二单元全练全测(含答案)
吉林2024年07版小学英语第二单元全练全测(含答案)考试时间:80分钟(总分:140)B卷考试人:_________题号一二三四五总分得分一、综合题(共计100题共100分)1. 填空题:My friend is a great __________ (运动��) and practices every day.2. 听力题:A chemical reaction that occurs spontaneously is known as a ________ reaction.3. 选择题:Which of these is not a vegetable?A. CarrotB. TomatoC. BananaD. Cucumber4. 听力题:The chemical equation for photosynthesis involves carbon dioxide and ______.5. 选择题:Which of these is a type of bird?A. SnakeB. SparrowC. FrogD. Fish答案:B6. 听力题:A solubility curve shows how much solute can dissolve at a ______.7. 听力题:The capital of Estonia is __________.In ancient China, the __________ was a symbol of wisdom. (龙)9. 填空题:Mount Kilimanjaro is found in _____ (14).10. 选择题:What is the freezing point of water?A. 0°CB. 10°CC. 20°CD. 30°C答案:A11. 听力题:They are ___ (singing/playing) together.12. 听力题:She is a talented ________.13. 填空题:I saw a _____ (毛毛虫) crawling on a leaf.14. 填空题:The _____ (向日葵) is tall and bright.15. 填空题:I invited my friends over to play with my ________ (玩具名称).16. 选择题:What is the capital city of Tunisia?A. TunisB. SousseC. BizerteD. Kairouan17. 选择题:What is the name of the largest rainforest in the world?A. Amazon RainforestB. Congo RainforestC. TaigaD. Temperate Rainforest答案:A18. 听力题:They are _____ (jumping) on the trampoline.A light-year measures _____ in space.20. 填空题:When I talk to my friends, I often use the name __.(当我和朋友聊天时,我常常用名称。
英语六级阅读
Facing water shortages and escalating fertilizer costs, farmers inpland, according to a new reportrs who need affordable food. stewater agriculture to both help and hurt great numbers ofurban consumers," said Liqa Raschid-Sally, who led the study. The report focused on poor urban areas, where farms in or near citiesSupply relativelyinexpensive food. Most of these operations draw irrigation water from local rivers or lakes.Unlike developed cities, however, these areas lack advanced water-treatment faciliti es, an drivers effectively become sewers (下水道). When this water is used for agricultural irrigation, farmers risk absorbing disease-causingbacteria, as do consumers who eat the produce raw and unwashed. Nearly 2.2 million peopledie each year because of diarrhea-related (与腹泻相关的) diseases, according to WHO statistics.More than 80% of th ose cases can be attributed to contact with contaminated water and alack of proper sanitation. But Pay Drechsel, an environme ntal scientist, argues that the socialand economic benefits of using untreated human waste to grow food outweigh the healthrisks. Those dangers can be addresse d with farmer and consumer education, he said, while the free water and nutrients from human waste can help urban farmersin developing countries toescape poverty. Agriculture is a water-intensive business, acco unting for nearly 70% of global fresh waterconsumption. In poor, dry regions, untreated wastewater is th e only viable irrigation source to keep farmbusiness. In some cases, water is so scarce that farmers break o pen sewage pipestransporting waste to local rivers. Irrigation is the primary agri cultural use of human waste in the developing world. But frequently untreated human waste harvested from lavatories is delivered to farms and spreadas fertilizer. In most cases, the h uman waste is used on grain crops, which are eventually cooked ,minimizing the risk of transmitting water-borne diseases. With fertilizer prices jumping nearly50% per metric ton over the last year in some plac es, human waste is an attractive, and oftennecessary, alternative. In cases where sewage mud is used, ex pensive chemical fertilizer use can be avoided. The mud contains the same critical nutrients. "Overly strict standards often fail," James Bartram, a WHO water-health expert, said. " We needto accept that fact across much of the planet, so waste with littl e or no treatment will be usedin agriculture for good reason."。
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a rX iv:mat h /612715v1[mat h.DG ]22Dec26RICCI-FLAT DEFORMATIONS OF ASYMPTOTICALLY CYLINDRICAL CALABI–YAU MANIFOLDS ALEXEI KOVALEV Abstract.We study a class of asymptotically cylindrical Ricci-flat K¨a hler metrics arising on quasiprojective ing the Calabi–Yau geometry and analysis and the Kodaira–Kuranishi–Spencer theory and building up on results of N.Koiso,we show that under rather general hypotheses any local asymptotically cylindrical Ricci-flat deformations of such metrics are again K¨a hler,possibly with respect to a perturbed complex structure.We also find the dimension of the moduli space for these local deformations.In the class of asymptotically cylindrical Ricci-flat metrics on 2n -manifolds,the holonomy reduction to SU (n )is an open condition.Let M be a compact smooth manifold with integrable complex structure J and g a Ricci-flat K¨a hler metric with respect to J .A theorem due to N.Koiso [10]asserts that if the deformations of the complex structure of M are unobstructed then the Ricci-flat K¨a hler metrics corresponding to the nearby complex structures and K¨a hler classes fill in an open neighbourhood in the moduli space of Ricci-flat metrics on M .The proof of this result relies on Hodge theory and Kodaira–Spencer–Kuranishi theory and Koiso also found the dimension of the moduli space.The purpose of this paper is to extend the above result to a class of complete Ricci-flat K¨a hler manifolds with asymptotically cylindrical ends (see §1for precise definitions).A suitable version of Hodge theory was developed as part of elliptic theory for asymptotically cylindrical manifolds in [13,14,15,16].A complex man-ifold underlying an asymptotically cylindrical Ricci-flat K¨a hler manifold admits a compactification by adding a ‘divisor at infinity’.There is an extension of Kodaira–Spencer–Kuranishi theory for this class of non-compact complex manifolds using the cohomology of logarithmic sheaves [8].On the other hand,manifolds with asymp-totically cylindrical ends appear as an essential step in the gluing constructions of compact manifolds endowed with special Riemannian structures.In particular,the Ricci-flat K¨a hler asymptotically cylindrical manifolds were prominent in [11]in theconstruction of compact 7-dimensional Ricci-flat manifolds with special holonomy G 2.We introduce the class of Ricci-flat K¨a hler asymptotically cylindrical manifolds in §1,where we also state our first main Theorem 1.3and give interpretation in terms of special holonomy.We review basic facts about the Ricci-flat deformations in §2.§§3–5contain the proof of Theorem 1.3and our second main result The-orem 5.1on the dimension of the moduli space for the Ricci-flat asymptotically cylindrical deformations of a Ricci-flat K¨a hler asymptotically cylindrical manifold.Some examples (motivated by [11])are considered in §6.2KOV ALEV1.Asymptotically cylindrical manifoldsA non-compact Riemannian manifold(M,g)is called asymptotically cylindrical with cross-section Y if(1)M can be decomposed as a union M=M cpt∪Y M e of a compact manifold M cpt with boundary Y and an end M e diffeomorphic to half-cylinder[1,∞)×Y,the two pieces attached via∂M cpt∼={1}×Y,and(2)The metric g on M is asymptotic,along the end,to a product cylindrical metric g0=dt2+g Y on[1,∞)×Y,lim t→∞(g−g0)=0,limt→∞∇k0g=0,k=1,2,...,where t is the coordinate on[1,∞)and∇0denotes the Levi–Civita connection of g0.Note that the cross-section Y is always a compact manifold.We shall sometimes assume that t is extended to a smooth function defined on all of M,so that t≥1 on the end and0≤t≤1on the compact piece of M cpt.Remark1.1.Setting x=e−t,one can attach to M a copy of Y corresponding to x=0and obtain a compactification M=M∩Y‘with boundary at infinity’.Then x defines a normal coordinate near the boundary of M.The metric g is defined on the interior of M and blows up in a particular way at the boundary,g= dxZ D,whereZ with holomorphically trivial normal bundle ND/Z vanishes to order one precisely on D and a tubular neighbourhoodZ e→∆,D=π−1(0),(2) whereπdenotes the holomorphic map defining the coordinate z.Note that the cylindrical end Z e=ASYMPTOTICALLY CYLINDRICAL CALABI–YAU MANIFOLDS3 Remark1.2.If H0,1(Z→C P1(cf.[6,pp.34–35]).A product K¨a hler metric,with respect to a product complex structure on R×S1×D,has K¨a hler form a2dt∧dθ+ωD,whereωD is a K¨a hler form on D and a is a positive function of t,θ.We shall be interested in the situation when the product K¨a hler metric is Ricci-flat;then a is a constant and can be absorbed by rescaling the variable t.We say that a K¨a hler metric on Z is asymptotically cylindrical if its K¨a hler form ωcan be expressed on the end Z e=ε0(t)=d S1×Dε1(t).Asε1decays exponentially∂tfast,we haveε0(t)= t∞d S1×Dε1(s)ds and the integral converges absolutely.So we can writeε=d S1×D t∞ε1(s)ds+dt∧ε1(t)which is an exact differential of a1-formψ=− ∞tε1(s)ds on Z e.Recall that by Yau’s solution of the Calabi conjecture a compact K¨a hler manifold admits Ricci-flat K¨a hler metrics if and only if itsfirst Chern class vanishes[21]. Moreover,the Ricci-flat K¨a hler metric is uniquely determined by the cohomology class of its K¨a hler form.Ricci-flat K¨a hler manifolds are sometimes called Calabi–Yau manifolds.Remark1.3.There is an alternative way to define the Calabi–Yau manifolds using the holonomy reduction.The holonomy group of a Riemannian2n-manifold is the group of isometries of a tangent space generated by parallel transport using the Levi–Civita connection over closed paths based at a point.The holonomy group can be identified with a subgroup of SO(2n)if the manifold is orientable.If the holonomy of a Riemannian2n-manifold is contained in SU(n)⊂SO(2n)then the manifold has an integrable complex structure J,so that with respect to J the metric is Ricci-flat K¨a hler.The converse is in general not true unless the manifold is simply-connected.A version of the Calabi conjecture for asymptotically cylindrical K¨a hler mani-folds is proved in[20,Thm.5.1]and[11,§§2–3].It can be stated as the following. Theorem1.2.(cf.[11,Thms. 2.4and2.7])Suppose that Z=4KOV ALEVon Z)=0.LetZ and denote by g D the Ricci-flat K¨a hler metric on D in the K¨a hler class defined by the embedding inZ D admits a complete Ricci-flat K¨a hler metric g Z.The K¨a hler form of g Z can be written,on the cylindrical end of Z,as in(3)withωD the K¨a hler form of g D.If,in addition,Z meeting D transversely with non-zero intersection number then the holonomy of g is SU(n).Note that an anticanonical divisor D admits Ricci-flat K¨a hler metrics as c1(D)= 0by the adjunction formula.The result in[11]is stated for threefolds,but the proof generalizes to an arbitrary dimension by a change of notation.We consider examples arising by application of the above theorem in§6.A consequence of the arguments in[11]is that if an asymptotically cylindrical K¨a hler metricωis Ricci-flat then the1-formψ∈Ω1(M e)in(3)can be taken to be decaying,with all derivatives, at an exponential rate O(e−λt)as t→∞,for some0<λ<1depending on g D. Furthermore,ifωand˜ωare asymptotically cylindrical Ricci-flat metrics on Z such that˜ω=ω+i∂¯∂u for some u∈C∞(Z)decaying to zero as t→∞thenω=˜ω[11, Propn.3.11].Let(M,g)be an asymptotically cylindrical Riemannian manifold.A local defor-mation g+h of g is given by afield of symmetric bilinear forms satisfying|h|g<1 at each point,so that g+h is a well-defined metric.Suppose that g+h is asymp-totically cylindrical.Then there is a well-defined symmetric bilinear form h Y on Y obtained as the limit of h as t→∞and h Y is a deformation of the limit g Y of g,<1.The h Y defines via the obvious projection R×Y→Y in particular|h Y|gYa t-independent symmetric bilinear form on the cylinder,still denoted by h Y.Let ρ:R→[0,1]denote a smooth function,such thatρ(t)=1,for t≥2,andρ(t)=0, for t≤1.In view of the remarks in the previous paragraph we shall be interested in the class of metrics which are asymptotically cylindrical at an exponential rate and deformations h satisfying h−ρh Y=e−µt˜h for someµ>0and a bounded ˜h.Given an exponentially asymptotically cylindrical metric g,a deformation g+h ‘sufficiently close’to g is understood in the sense of sufficiently small Sobolev norms of˜h and h Y,where the Sobolev norms are chosen to dominate the uniform norms on M and Y,respectively.We now state ourfirst main result in this paper.Theorem1.3.Let W=W is a compact complex manifold and D is a smooth anticanonical divisor onW D satisfies the hypotheses of Theorem1.3. Suppose further that W,ASYMPTOTICALLY CYLINDRICAL CALABI–YAU MANIFOLDS5 holonomy SU(n),n=dim C W.Then any Ricci-flat asymptotically cylindrical metric on W close to g also has holonomy SU(n).Our second main result determines the dimension of the moduli space of the asymptotically cylindrical Ricci-flat K¨a hler metrics and is given by Theorem5.1 below.2.Infinitesimal Ricci-flat deformationsBefore dealing with the moduli of asymptotically cylindrical Ricci-flat metrics we recall,in summary,some results on the moduli problem for the Ricci-flat metrics on a compact manifold.The case of a compact manifold is standard and further details can be found in[3,Ch.12]and references therein.A natural symmetry group of the equation Ric(g)=0for a metric g on a compact manifold X is the group DiffX of diffeomorphisms of X.It is also customary to identify a metric g with a2g,for any positive constant a.This is equivalent to considering only the metrics such that X has volume1.The moduli space of Ricci-flat metrics on X is defined as the space of orbits of all the solutions g of Ric(g)=0 in the action of Diff(X)×R>0,g→a2φ∗g,φ∈DiffX,a>0,or,equivalently,the space of all(DiffX)-orbits of the solutions of Ric(g)=0such that vol g(X)=1.The tangent space at g to an orbit of g under the action of DiffX is the image of thefirst order linear differential operatorδ∗g:V♭∈Ω1(X)→12dη,η∈Ω1(X).(5) The L2formal adjoint ofδ∗g is therefore given byδg:h∈Sym2T∗X→∇∗g h∈Ω1(X).The operatorδ∗g is overdetermined-elliptic withfinite-dimensional kernel and closed image and there is an L2-orthogonal decompositionSym2T∗X=Kerδg⊕Imδ∗g.The equationδg h=0defines a local transverse slice for the action of Diff(X).The infinitesimal Ricci-flat deformations h of a Ricci-flat g preserving the volume are obtained by linearizing the equation Ric(g+h)=0at h=0,imposing an additional condition X tr g hνg=0,whereνg is the volume form of g.By a theorem of Berger and Ebin,the space of infinitesimal Ricci-flat deformations of g is given by a system of linear PDEs(∇∗g∇g−2◦R g)h=0,δg h=0,tr g h=0.(6)Here ◦R g is a linear map induced by the Riemann curvature and acting on symmetricbilinear forms,◦R g h(X,Y)= i h(R g(X,e i)Y,e i)(e i is an orthonormal basis).The6KOV ALEVfirst equation in (6)is elliptic and so the solutions of (6)form a finite-dimensional space.Suppose that every infinitesimal deformation h satisfying (6)arises as the tangent vector to a path of Ricci-flat metrics.Then it turns out that a neighbourhood of g in the moduli space of Ricci-flat metrics on X is diffeomorphic to the quotient of the solutions space of (6)by a finite group.This finite group depends on the isometry group of g and the moduli space is an orbifold of dimension equal to the dimension of the solution space of (6).Now suppose that the manifold X has an integrable complex structure,J say,and the Ricci-flat metric g on X is K¨a hler,with respect to J .Then any deformation h of g may be written as a sum h =h ++h −of Hermitian form h +and skew-Hermitian form h −defined by the conditions h ±(Jx,Jy )=±h ±(x,y ).Furthermore,the operator ∇∗g ∇g −2◦R g preserves the subspaces of Hermitian and skew-Hermitian forms.The skew-Hermitian forms h −may be identified,viag (x,Iy )=h −(x,Jy ),(7)with the symmetric real endomorphisms I satisfying IJ +JI =0.Thus J +I is an almost complex structure and the endomorphism I may be regarded as a (0,1)-form with values in the holomorphic tangent bundle T 1,0X .Then one hasδg h −=−J ◦(¯∂∗I ).(8)In particular,δh −=0if and only if I defines an class in H 1(X,T 1,0X ),that is I defines an infinitesimal deformation of the complex manifold (X,J )(see [9]).With the help of Weitzenb¨o ck formula one can replace∇∗g ∇g −2◦R g by the complex Laplacian for (0,q )-forms with values in T 1,0X((∇∗g ∇g −2◦R g )h −)(·,J ·)=g (·,(∆¯∂I )·).Thus (∇∗g ∇g −2◦R g )h −=0precisely when I ∈Ω0,1(T 1,0X )is harmonic.Hermitian forms h +are equivalent,with the help of the complex structure,to the real differential (1,1)-formsψ(·,·)=h +(·,J ·).(9)The Weitzenb¨o ck formula yields((∇∗g ∇g −2◦R g )h +)(·,J ·)=∆ψ,for a Ricci-flat metric g ,thus h +satisfies the first equation in (6)if and only if ψ∈Ω1,1is harmonic.The other two equations in (6)becometr g h += ψ,ω g ,and δg h +=−d ∗ψ,(10)where ωdenotes is the K¨a hler form of g .3.The moduli problem and a transverse sliceWe want to extend the set-up of the moduli space for Ricci-flat metrics outlined in §2to the case when (M,g )is an asymptotically cylindrical Ricci-flat manifold.For this,we require a Banach space completion for sections of vector bundles associated to the tangent bundle of M and we use Sobolev spaces with exponential weights.A weighted Sobolev space e −µt L pk (M )is,by definition,the space of all functionsASYMPTOTICALLY CYLINDRICAL CALABI–YAU MANIFOLDS7e−µt f such that f∈L pk (M).The norm of e−µt f in e−µt L pk(M)is defined to bethe L pk -norm of f.The definition generalizes in the usual way to vectorfields,differential forms,and,more generally,tensorfields on M with the help of the Levi–Civita connection.Note that if k−dim M/p>ℓ,for some integerℓ≥0,then there is a bounded inclusion map between Banach spaces L pk (M)→Cℓ(M)because(M,g)is complete and has bounded curvature[2,§2.7].The weighted Sobolev spaces e−µt L pk (M)are not quite convenient for workingwith bounded sections that are asymptotically t-independent but not necessarily decaying to zero on the end of M.We shall use slightly larger spaces which we call,following a prototype in[1],the extended weighted Sobolev spaces,denotedW pk,µ(M).As before,use Y to denote the cross-section of the end of M.Fix once and for all a smooth cut-offfunctionρ(t)such that0≤ρ(t)≤1,ρ(t)=0for t≤1,and ρ(t)=1for t≥2.DefineW pk,µ(M)=eµt L pk(M)+ρ(t)L pk(Y)where,by abuse of notation,L pk (Y)in the above formula is understood as a spaceof t-independent functions on the cylinder R×Y pulled back from Y.Elementsinρ(t)L pk (Y)are well-defined as functions supported on the end of M.The normof f+ρ(t)f Y in W pk,µ(M)is defined as the sum of the eµt L pk(M)-norm of f andthe L pk -norm of f Y(where f Y is interchangeably considered as a function on Y).More generally,the extended weighted Sobolev space of W pk,µsections of a bundleassociated to T M is defined in a similar manner using parallel transport in the t direction defined by the Levi–Civita connection.We shall need some results of the elliptic theory and Hodge theory for an asymp-totically cylindrical manifold(M,g).The Hodge Laplacian∆on M is an instance of an asymptotically translation invariant elliptic operator.That it,∆can be written locally on the end of M in the form a(t,y,∂t,∂y),where a is smooth in(t,y)∈R×Y and polynomial in∂t,∂y.The coefficients a(t,y,∂t,∂y)have a t-independent asymp-totic model a0(y,∂t,∂y)on the cylinder R×Y,so that a(t,y,∂t,∂y)−a0(y,∂t,∂y) decays to zero,together with all derivatives,as t→∞.Proposition3.1.Let(M,g)be an oriented asymptotically cylindrical manifold with Y a cross-section of M and let∆denote the Hodge Laplacian on M.Then there existsµ1>0such that for0<µ<µ1the following holds.(i)The Hodge Laplacian defines bounded Fredholm linear operators∆±µ:e±µt L pk+2Ωr(M)→e±µt L pkΩr(M)with index,respectively,±(b r(Y)+b r−1(Y)).The image of∆±µis,respectively,the subspace of the forms in e±µt L pk Ωr(M)which are L2-orthogonal to the kernelof∆∓µ.(ii)Any r-formη∈Ker∆g∩eµt L pk+2Ωr(M)is smooth and can be written onthe end R+×Y of M asη|R×Y=η00+tη10+dt∧(η01+tη11)+η′,(11) whereηij are harmonic forms on Y of degree r−j and the r-formη′is O(e−µ1t) with all derivatives.In particular,any L2harmonic form on M is O(e−µ1t).The harmonic formηis closed and co-closed precisely whenη10=0andη11=0,i.e. whenηis bounded.8KOV ALEVProof.For(i)see[13]or[16].In particular,the last claim is just a Fredholm alternative for elliptic operators on weighted Sobolev spaces.The clause(ii)is an application of[15,Theorem6.2].Cf.also[16,Propn.5.61 and6.14]proved with an assumption that the b-metric corresponding to g is smooth up to and on the boundary of M at infinity.The last claim is verified by the standard integration by parts argument. Corollary3.2.Assume the hypotheses and notation of Proposition3.1.Suppose also that the metric g on M is asymptotic to a product cylindrical metric on R+×Yat an exponential rate O(e−µ1t).Then forξ∈e−µt L pk Ωr(M),the equation∆η=ξhas a solutionη∈e−µt L pk+2Ωr(M)+ρ(t)(η00+dt∧η01)if and only ifξis L2-orthogonal to H r bd(M),where0<µ<µ1and H r bd(M)denotes the space of bounded harmonic r-forms on M.Proof.The hypotheses on g andµimplies that the Laplacian defines a Fredholm operatore−µt L pk+2Ωr(M)+ρ(t)(η00+dt∧η01)→e−µt L pk+2Ωr(M).(12)It follows from Proposition3.1that the index of(12)is zero and the kernel isH rbd (M).Further,ifξ∈e−µt L pk+2Ωr(M)+ρ(t)(η00+dt∧η01)then wefind from(11)that dξand d∗ξdecay to zero as t→∞.Recall from Proposition3.1that any bounded harmonic form is closed and co-closed and then the standard Hodge theory argument using integration by parts is valid and shows that the image of(12)is L2-orthogonal toξ∈H r bd(M).But as the codimension of the image of(12)is equal to dim H r bd(M)the image must be precisely the L2-orthogonal complement of H r bd(M)in e−µt L pk+2Ωr(M).For an asymptotically cylindrical n-dimensional manifold(M,g),let Diffp,k,µM(where k−n/p>1,0<µ<µ1)denote the group of locally L pk diffeomorphismsof M generated by exp V,for all vectorfields V on M that can be written asV=V0+ρ(t)V Y,where V0∈e−µt L pk and a t-independent V Y is defined by aKillingfield for g Y.Respectively,V♭Y is defined by a harmonic1-form on Y(cf.(14) below).Also require that V has a sufficiently small C1norm on M,so that that exp V is a well-defined diffeomorphism.Denote by Metr p,k,µ(g)(where k−n/p>0,0<µ<µ1)the space of deformations h+ρ(t)h Y of g where h∈e−µt L pk ,|h|g<1at every point of M,andδgY h Y=0,tr gYh Y=0.(g Y is the limit of g as definedin§1.)Then Diffp,k+1,µM acts on Metr p,k,µ(g)by pull-backs and the linearization of the action is given by the operatorδ∗g on weighted Sobolev spaces,δ∗g:e−µt L pk+1Ω1(M)+ρ(t)H1(Y)→e−µt L pkSym2T∗M.(13)It will be convenient to replace the last two equations in(6)and instead use another local slice equation for the action of Diffp,k,µMδg h+12d tr g was previously used for differentclasses of complete non-compact manifolds in[4,I.1.C and I.4.B].The operator δg+1ASYMPTOTICALLY CYLINDRICAL CALABI–YAU MANIFOLDS9 where∆g is the Hodge Laplacian and we used the Weitzenb¨o ck formula for1-forms on a Ricci-flat manifold in the last equality.Proposition3.3.Assume that Y is connected and that k−dim M/p>1,0<µ<µ1,whereµ1is defined in Propn.3.1for the Laplacian on differential forms on M. Then there is a direct sum decomposition into closed subspacesMetr p,k,µ(g)=δ∗g(e−µt L pk+1Ω1(M)+ρ(t)H1(Y))⊕ Ker(δg+12d tr g h L2= δ∗gη,h L2+12d tr g)Metr p,k,µ(g)is L2-orthogonal to H1bd.By Corollary3.2the equation∆η=(δ+12d tr g)∩Metr p,k,µ(g)which gives the required decomposition h=δ∗gη+(δ∗gη−h). Proposition3.4.Assume that p,k,µare as in Proposition3.3.Let˜g an asymp-totically cylindrical deformation of g.If˜h=˜g−g∈Metr p,k,µ(g)is sufficientlysmall in W pk,µSym2T∗M then there existsφ∈Diffp,k+1,µM such thatφ∗˜g=g+h, for some h∈Metr p,k,µ(g)with(δg+12d tr g)h=0}→Metr p,k,µ(g)defined by(V,h)→exp∗V(g+h)−gis a onto a neighbourhood of(0,0).The linearization of(DF)(0,0)is given by (V,h)→δ∗g(V♭)+h and is surjective by(15).By the implicit function theorem for Banach spaces,a solution(V,h)of F(V,h)=˜g exists,whenever˜g−g is sufficiently small.Finally,we obtain the system of linear PDEs describing the infinitesimal Ricci-flat deformations of an asymptotically cylindrical metric transverse to the action of the diffeomorphism group on the asymptotically cylindrical metrics.10KOV ALEVTheorem3.5.Suppose that(M,g)is a Ricci-flat asymptotically cylindrical Rie-mannian manifold,but not a cylinder R×Y,and g(s),|s|<ε(ε>0)is a smooth path of asymptotically cylindrical Ricci-flat metrics on M with g(0)=g.Suppose also that g(s)−g∈Metr p,k,µ(g),with p,k,µas in Proposition3.3.Then there is a smooth pathψ(s)∈Diffp,k,µM,so that h=d2d tr g)h=0,(16b) Furthermore,if every bounded solution h of(16)is the tangent vector at g to a path of Ricci-flat asymptotically cylindrical metrics on M then the moduli space is an orbifold.The dimension of this orbifold is equal to the dimension of the space of the bounded on M solutions of(16).Proof.Applying Proposition3.4for each g(s),we canfind a path of diffeomor-phisms inψ(s)∈Diffp,k,µM so that the slice equation(16b)holds for h.The linearization of Ric(g+h)=0in h is∇∗g∇g h−2δ∗gδg h−∇g d tr g h−2◦R g h=0.which becomes equivalent to(∇∗g∇g−2◦R g)h=0in view of of(16b)and(5).The last claim follows similarly to the case of a compact base manifold,cf.[3, 12.C].It can be shown using Proposition3.3that the infinitesimal action of the iden-tity component of the group I(M,g)of isometries of g in Diffpk,µM is trivial on the slice(δg+12d tr g. Lemma3.6.Let(M,g)be an asymptotically cylindrical manifold with a connected cross-section Y(that is,M has only one end).Then the group I(M,g)of isometries of M is compact.Proof.It is a well-known result the isometry group I(M,g)of any Riemannian manifold(M,g)is afinite-dimensional Lie group and if a sequence T k∈I(M,g) is such that,for some P∈M,T k(P)is convergent then T k has a convergent subsequence[17].For an asymptotically cylindrical(M,g),it is not difficult to check that there is a choice of point P0on the end of M and r>0,so that M0,r={P∈M: dist(P0,P)>r is connected but for any P1such that dist(P0,P1)>3r the set M1,r={P∈M:dist(P1,P)>r is not connected.It follows that for any sequence ˜Tk∈I(M,g)we must have dist(P0,˜T k(P0))≤3r and hence˜T k has a convergent subsequence.4.Infinitesimal Ricci-flat deformations of asymptoticallycylindrical K¨a hler manifoldsWe now specialize to the K¨a hler Ricci-flat metrics.It is known[10]that if an infinitesimal deformation h of a Ricci-flat K¨a hler metric on a compact manifold satisfies the Berger–Ebin equations(6)then the Hermitian and skew-HermitianASYMPTOTICALLY CYLINDRICAL CALABI–YAU MANIFOLDS 11components h +and h −of h also satisfy (6).In this section we prove a version of this result for the asymptotically cylindrical manifolds.Proposition 4.1.Let W be a compactifiable complex manifold with g an asymp-totically cylindrical Ricci-flat K¨a hler metric on W ,as defined in §1.Suppose that an asymptotically cylindrical deformation h ∈Metr of g satisfies (16).Then the skew-Hermitian component h −of h also satisfies (16).Proof.The proof uses the same ideas as in the case of for a compact manifold ([10,§7]or [3,Lemma 12.94]).The operator ∇∗g ∇g −2◦R g ,for a K¨a hler metric g ,preserves the subspaces of Hermitian and skew-Hermitian forms,so (∇∗g ∇g −2◦R g )h −=0.Recall from §2that the latter equation implies that the form I ∈Ω0,1(T 1,0)corresponding to h −via (7)is harmonic,∆¯∂I =0.An argument similarto thatof Proposition 3.1shows that a bounded harmonic section I satisfies ¯∂I=0whichimplies δg h −=0by (8)and,further,δg −112KOV ALEVProposition4.3.Let(W,g)be an oriented asymptotically cylindrical manifold. Then the space H L2(W)of L2harmonic r-forms on W has dimension b r0(W).The space H bd(W)of bounded harmonic r-forms on W has dimension b r(W)+b r c(W)−b r0(W).Proof.For the claim on L2harmonic forms see[1,Propn.4.9]or[14,§7].In the case when an asymptotically cylindrical metric g corresponds to an exact b-metric smooth up to the boundary at infinity(see Remark1.1),the dimension of bounded harmonic forms is a direct consequence of[16,Propn.6.18]identifying a Hodge-theoretic version of the long exact sequence...→H r−1(Y)→H r c(W)→H r(W)→h r(Y)→. (17)The argument of[16,Propn.6.18]can be adapted for arbitrary asymptotically cylindrical metrics;the details will appear in[12].If W is an asymptotically cylindrical K¨a hler manifold then there is a well-definedsubspace H1,1bd,R(W)⊂H2bd(W)of bounded harmonic real forms of type(1,1).Thebounded harmonic2-forms in the orthogonal complement of H1,1bd,R(W)are the real and imaginary parts of bounded harmonic(0,2)-forms.We shall denote the complexvector space of bounded harmonic(0,2)-forms on W by H0,2bd (W).The space of bounded harmonic real(1,1)-forms on W orthogonal to the K¨a hler formωtherefore has dimension b r(W)+b r c(W)−b r0(W)−1−2dim C H0,2bd(W).Now for the skew-Hermitian infinitesimal deformations.Recall from§1that the definition of an asymptotically cylindrical Ricci-flat K¨a hler manifold(M,J,ω) includes the condition that a complex manifold W=(M,J)is compactifiable. That is,there exist a compact complex n-foldW,so that W is isomorphic toW so that D is defined by the equation z=0,as in§1.Let T W. The subsheaf of the holomorphic local vectorfields whose restrictions to D are tangent to D is denoted by TW (log D)).The classical Kodaira–Spencer–Kuranishitheory of deformations of the holomorphic structures on compact manifolds[9]has an extension for the compactifiable complex manifolds;the details can be found in[8].In this latter theory,the cohomology groups H i(TW (log D)).These classes arise from the actualdeformations of W is the obstruction space H2(TASYMPTOTICALLY CYLINDRICAL CALABI–YAU MANIFOLDS13 identified as a subspace of the infinitesimal compactifiable deformations of W.The real dimension of this subspace is2(dim C H1(Tds |s=0g(s)for some path of asymptotically cylindrical Ricci-flat metrics on W with g(0)=g.The moduli space of asymptotically cylindrical Ricci-flat deformations of g is an orbifold of real dimension2dim C H1(T W(log D))+b2(W)+b2c(W)−b20(W)−1−4dim C H2,0bd(W). Proof.By the hypotheses of Theorem1.3,there is a manifold M of small compact-ifiable deformations of W,so that H1(TW[8].Letω′be a K¨a hler metric onI of a compact complex manifoldJ+W depending smoothly on J)=ω′andω′(I)defines a K¨a hler metric with respect to a perturbed complex structure ing the methods of[11,§3],we can construct from ω′(I)a smooth familyω(J+I)of asymptotically cylindrical K¨a hler metrics (not necessarily Ricci-flat)on the respective deformations of W=I∈MJ+。