Damage spreading in the Bak-Sneppen model Sensitivity to the initial conditions and equilib
富山牌工业缝纫机说明书
为了您的安全使用 Safety Instructions
1.安全使用的标记及其意义 Safety indications and their meanings
本使用说明书及产品所使用的标记和图案记号是为了您的安全而正确的使用产品,防止您及其他人受到危害和损 害。表示方法机含义如下 This instruction manual and the indications and symbols that are used on the machine itself are provided in order to ensure safe operation of this machine and to prevent accidents and injury to yourself or other people.
安 装 Installation
请让受过培训的技术人员来安装缝纫机。
请委托购买商店货电气专业人员进行电气配线。
缝纫机重量约 50Kg,安装工作必须由两人以上 来完成。
在安装完成前,请不要连接电源,如果误按启动 开关,缝纫机动作会导致受伤。
请在切断电源后,再拔掉电插头。 不然易成为控制箱发生故障的原因。
工业缝纫机的特性之一,因为要在机针和旋梭等运动部件附近进行操作,而这些零部件很容易引起受伤的危险, 所以请在受过培训的人或熟练人员的安全操作知识的指导下,正确的使用本缝纫机。 With industrial sewing machines, it is normal to carry out work while positioned directly in front of moving parts such as the needle and thread take-up, and consequently there is always a danger of injury that can be caused operation before operating the machine so that you will know how to use it correctly.
2024年1月浙江省首考普通高等学校招生全国统一考试英语试题
2024年1月浙江省首考普通高等学校招生全国统一考试英语试题一、阅读理解Tom Sawyer Play Is an AdventureA 35-minute hand-clapping, foot-stomping musical version of a Mark Twain favorite returns with this Tall Stacks festival.“Tom Sawyer: A River Adventure” has all the good stuff, including the fence painting, the graveyard, the island and the cave. It is adapted by Joe McDonough, with music by David Kisor. That’s the local stage writing team that creates many of the Children’s Theatre of Cincinnati’s original musicals, along with the holiday family musicals at Ensemble Theatre.This year Nathan Turner of Burlington is Tom Sawyer, and Robbie McMath of Fort Mitchell is Huck Finn.Tumer, a 10th-grader at School for Creative and Performing Arts, is a familiar presence on Cincinnati’s stages. He is a star act or of Children’s Theatre, having played leading roles in “The Legend of Sleepy Hollow” and “The Wizard of Oz,” and is fresh from Jersey Production “Ragtime”.McMath is a junior at Beechwood High School. He was in the cast of “Tom Sawyer” when it was first performed and is a Children’s Theatre regular, with five shows to his credit. This summer he attended Kentucky’s Governor’s School for the Arts in Musical Theatre.Note to teachers: Children’s Theatre has a study guide demonstrating how math and science can be taught through “Tom Sawyer.” For downloadable lessons, visit the official website of Children’s Theatre.1.Who wrote the music for “Tom Sawyer: A River Adventure”?A.David Kisor.B.Joe McDonough.C.Nathan Turner.D.Robbie McMath.2.What can we learn about the two actors?A.They study in the same school.B.They worked together in ”Ragtime“.C.They are experienced on stage.D.They became friends ten years ago.3.What does Children’s Theatre provide for teachers?A.Research funding.B.Training opportunities.C.Technical support.D.Educational resources.【答案】1.A 2.C 3.D【解析】1.根据第二段中的“It is adapted by Joe McDonough, with music by David Kisor.(本剧由乔·麦克多诺改编,大卫·基索作曲。
阅读判断7 Moderate Earthquake Strikes England
阅读判断7 :Moderate Earthquake Strikes England 中度地震袭击英国A moderate earthquake struck parts of southeast England on 28 April 2007,toppling chimneys from houses and rousing residents from their beds. Several thousand people were left without power in Kent County. One woman suffered minor head and neck injuries.2007年4月28日英格兰东南部地区发生中度地震,一些房屋烟囱倒塌,许多居民半夜从睡梦中惊醒。
肯特郡几千人遭遇断电,一名女子头部和颈部受了轻伤。
"lt felt as if the whole house was being slid across like a fun-fair ride," said the woman.“我感觉整个房子就像游乐场的滑行机一样在滑动。
”该女子说。
The British Geological Survey said the 4.3-magnitude quake struck at 8:19 a.m. and was centered under the English Channel,about 8.5 miles south of Dover and near the entrance to the Channel Tunnel.英国地质调查局说,本次里氏4.3级的地震发生于上午8点l9分,震中在英吉利海峡底部,位于多佛尔以南约8.5英里处的海峡隧道入口附近。
Witnesses said cracks appeared in walls and chimneys collapsed across the county. Residents said the tremor had lasted for about 10 to 15 seconds.一些目击者看到郡中墙壁出现裂缝,并有烟囱倒塌。
机械连接无梭管阀门55-MY#M系列II2G Ex h IIC T6 T5 Gb +5°C ≤ Ta
Instruction ManualMechanically Jointed Rodless CylinderII 2G Ex h IIC T6/T5 GbMarking Description:II2provided by compressed air into a force which causes mechanical linearsubject to “Special Conditions of Use”, please see Section 2.3.1 Safety InstructionsThese safety instructions are intended to prevent hazardous situationsand/or equipment damage. These instructions indicate the level ofpotential hazard with the labels of “Caution,” “Warning” or “Danger.”They are all important notes for safety and must be followed in additionto International Standards (ISO/IEC) *1), and other safety regulations.*1) ISO 4414: Pneumatic fluid power - General rules relating to systems.ISO 4413: Hydraulic fluid power - General rules relating to systems.IEC 60204-1: Safety of machinery - Electrical equipment of machines.(Part 1: General requirements)ISO 10218-1: Robots and robotic devices - Safety requirements forindustrial robots - Part 1: Robots.•Refer to product catalogue, Operation Manual and HandlingPrecautions for SMC Products for additional information.• Keep this manual in a safe place for future reference.Warning•Always ensure compliance with relevant safety laws andstandards.•All work must be carried out in a safe manner by a qualified person incompliance with applicable national regulations.2 SpecificationsThis product is suitable for use in Zones 1 and 2 only.2.1 Product Specifications:Refer to the operation manual for this product;2.2 Production Batch Code:The batch code printed on the label indicates the month and the year ofproduction as per the following table;2.3 Special Conditions of Use:•Products are suitable for sub-divisions IIC.•Products are suitable for Zones 1 & 2 only.2.3.1 Temperature Marking:2.3.1.1 Standard Product:•In the normal ambient temperature range (+5°C to +40°C) the productis rated to temperature class T6.•In the special ambient temperature range (+40°C to +60°C) the productis rated to temperature class T5.2.3.2 Static:•Danger of electrostatic discharge.3 Installation3.1 InstallationWarning•Do not install the product unless the safety instructions have been readand understood.•Do not twist or bend the cylinder, or mount the product when subjectto tension.•Do not use in an application where the product is stopped mid-stroke,via an external stop.•Do not use where cylinders are being synchronised to move a singleload.•In order to install the product, use one of the brackets available foundin the standard product catalogue;SketchSee the product catalogue for the exact code to order which relates to thebore size of your product.•When replacing the side supports, use the hexagonal socket head capscrews of the following sizes, and the hexagon wrenches shown below.3.2 EnvironmentWarning•Do not use in an environment where corrosive gases, chemicals, saltwater or steam are present.•Do not use in an explosive atmosphere except within the specifiedrating.•Do not expose to direct sunlight. Use a suitable protective cover.•Do not install in a location subject to vibration or impact in excess ofthe product’s specifications.•Do not mount in a location exposed to radiant heat that would result intemperatures in excess of the product’s specifications.•Do not use in a place subject to heavy vibration and/or shock.•Do not use in wet environments, where water can remove the presenceof the lubrication.•Do not use in case of heavy dusty environments where dust canpenetrate into the cylinder and dry the grease.•Do not allow dust layers to build up on the cylinder surface and insulatethe product.3.3 PipingCaution•Before connecting piping make sure to clean up chips, cutting oil, dustetc.•When installing piping or fittings, ensure sealant material does notenter inside the port. When using seal tape, leave 1 thread exposedon the end of the pipe/fitting.•3.4 LubricationCaution•SMC products have been lubricated for life at manufacture, and do notrequire lubrication in service.•If a lubricant is used in the system, refer to catalogue for details.Basic Circuituse, and could relate to an increase in maximum surface temperatureabove what the product specification declares.3.6 Electrical Connection•The product should be grounded by the piston rod and the body inorder to create an electrically conductive path to thesystem/application.•Ground the product in accordance with applicable regulations.•Do not pass an electrical current through the product.4 Settings4.1 Air Cushion adjustment•For air-cushion adjustment, tighten or loosen the cushion valve usinga hexagon socket wrench or a flat head screwdriver (excluding ø10).Warning•Do not operate the cushion valve in the fully closed or fully openedstate.Using it in the fully closed state will cause the cushion seal to bedamaged. Using it in the fully opened state will cause the piston assemblyor the cover to be damaged.•Be certain to activate the air cushion at the stroke end.When the cylinder is used with the cushion valve in a fully open position,a suitable external device should be installed to absorb all of the kineticenergy of the mechanism, of which the actuator is part, before reachingeach end of stroke. If this is not done, the piston assembly will bedamaged.5 How to OrderRefer to product catalogue for ‘How to Order’.6 Outline DimensionsRefer to the standard product catalogue for general dimensions.ORIGINAL INSTRUCTIONS7.1General maintenanceCaution•Not following proper maintenance procedures could cause the product to malfunction and lead to equipment damage.•If handled improperly, compressed air can be dangerous.• Maintenance of pneumatic systems should be performed only by qualified personnel.• Before performing maintenance, turn off the power supply and be sure to cut off the supply pressure. Confirm that the air is released to atmosphere.• After installation and maintenance, apply operating pressure and power to the equipment and perform appropriate functional and leakage tests to make sure the equipment is installed correctly.• If any electrical connections are disturbed during maintenance, ensure they are reconnected correctly and safety checks are carried out as required to ensure continued compliance with applicable national regulations.• Do not make any modification to the product.• Do not disassemble the product, unless required by installation or maintenance instructions.• Do not use a product which looks or contains damage, this will invalidate the certification. If damage is seen, please replace the product immediately.• Periodically check the product for any damage or rust appearing. This could result in an increase in friction and lead to dangerous conditions. Replace the whole actuator if any of these conditions appear.• Replace the product, when air leakage is above the allowable value 7.2 Replacement of Dust Seal BandWarning• The dust seal band is the only customer replaceable part.• If other parts are deemed to have failed please replace the product.Use only original SMC dust seal bands, given in the table below.7.3 Disassembly procedure• Disassemble the cylinder, remove the old grease and place all the parts on a clean cloth in a clean environment. The following flat head screwdriver or hexagon socket wrench shall be used to loosen the set• The following screwdriver or hexagon socket wrenches shall be used• Remove the old dust seal band, scrapers and if necessary, bearings and side scrapers.1 Dust seal band2 Scraper3 Bearing S4 Bearing R 7.4 Lubrication procedure▪ Dust seal band inner and outer surface ▪ scrapers ▪ bearings▪ side scrapers ▪ tube top surface7.5 Assembly procedure• The cylinder is assembled in the following order: bearings, dust seal band, side scraper, parallel key, scraper, stopper, spacer and end cover. Tighten the cross recessed binding head screws or the hexagon socket button bolt according to the torque values given.• Finally tighten the two set screws at each side with tightening torque of 0.1 Nm.• Check for cylinder smooth movement and for air leakage.8 Limitations of Use8.1 Limited warranty and disclaimer/compliance requirements Refer to Handling Precautions for SMC Products.Caution8.2 Obligations of the end-user• Ensure the product is used within the specification outlined.• Ensure that the maintenance periods are suitable for the application. • Ensure any cleaning processes to remove dust layers are made with the atmosphere in mind (e.g. using a damp cloth to avoid static build up).• Ensure that the application does not introduce additional hazards by mounting, loading, impacts or other methods.• Ensure that there is sufficient ventilation and air circulation around the product.• If the product is subject to direct heat sources in the application, they should be shielded so that the actuator temperature stays within the stated operating range.Danger• Do not exceed any of the specifications listed in Section 2 of this document as this will be deemed improper use.• Air equipment has an air leakage during operation within certain limits. Do not use this equipment when the air itself introduces additional hazards and could lead to an explosion.• Use only Ex certified auto switches. These should be ordered separately.• Do not use this product in the presence of strong magnetic fields that could generate a surface temperature higher than the product specification.• Avoid applications where the piston rod end and the adjoining part in the application can create a possible ignition source.• Do not install or use these actuators where there is the possibility for the piston rod to impact foreign objects.• In the event of damage or failure of any parts located in the vicinity where this product has been installed, it is the responsibility of the user to determine whether or not this has compromised the safety and condition of this product and/or the application.• External impact on the cylinder body could result in a spark and/or cylinder damage. Avoid any application where foreign objects can hit or impact the cylinder. In such situations the application should install a suitable guard to prevent this occurrence.• Do not use this equipment where vibration could lead to failure.9 Product DisposalThis product shall not be disposed of as municipal waste. Check your local regulations and guidelines to dispose this product correctly, in order to reduce the impact on human health and the environment.Refer to or www.smc.eu for your local distributor/importer.URL : https:// (Global) https:// www.smc.eu (Europe) SMC Corporation, 4-14-1, Sotokanda, Chiyoda-ku, Tokyo 101-0021, JapanSpecifications are subject to change without prior notice from the manufacturer. © 2022 SMC Corporation All Rights Reserved. Template DKP50047-F-085M。
BUILT-IN ELECTRIC HOB INSTALLATION AND OPERATION M
BUIL T-IN ELECTRIC HOBINST ALLATION AND OPERA TION MANUALPlease read the instruction manual carefully before operating your new hob.Dear Owner:Thank you for purchasing our hob which is designed to give you many years of cooking pleasure. Before using your new appliance please read the user manual carefully and keep Description of the hot platesUseDirections for Useit in a safe place for future reference.Small Plate Large PlateKnobIndicator LightRed Spot Large Plate3 Cooking soups ,larger dishes 1 MIN.Warming up2 Stewing vegetables,slow cooking 4 Slow frying 5-6 Grilling meat,fish0 Switch off Technical DataModelPower SupplyElectric Plate Power(W)SizeBuilt-in Hole Size1000AC 220-240 V / 50Hz580X76557(L)X477(W)145mmSmall Plate500X2000(Red)185mm 1500185mm123456Good Bad Bad Bad Bad Bad Bad(recessed base) (convex base) (undersize) (oversize) (moisture on hotplate) (no Pan)Cod:THIS APPLIANCE MUST BE INSTALLED BY A QUALIFIED PERSON ONLY, IN COMPLI-ANCE WITH THE INSTRUCTIONS PROVIDED. THE MANUFACTURER DECLINES ALL RESPONSIBILITY FOR IMPROPER INSTALLATION, WHICH MAY HARM PERSONS AND ANIMALS OR CAUSE DAMAGE TO PROPERTY. THE APPLIANCE MUST BE USED ONLY FOR THE PURPOSE FOR WHICH IT WAS EXPRESSLY DESIGNED. ANY OTHER USE (EG. HEATING ROOMS) IS CONSIDERED TO BE IMPROPER AND DANGEROUS USE.IMPORTANT NOTICEPlease register your warranty card and return the enclosed certificate of guarantee, duly dated and signed.A duplicate data label and wiring diagram are contained in this booklet. Please keep these in a safe place.The manufacturer shall not be held responsible for any inaccuracies in this instruction booklet due to printing errors and the designs in the diagrams are purely indicative.The manufacturer also reserves the right to make any modifications to the products as may be considered necessary or useful, without jeopardising the main function or safety features of the products.WARNING1. Please check the condition of the appliance after opening the package. If there are any problems, please refer to the supplier.2. Do not throw the packaging materials (plastic bag, foam, cardboard etc) where children can easily reach them. Please dispose of packaging in an environmentally-friendly manner.3. Do not attempt to change the wiring under any circumstances.4. At the end of its life, please dispose of the appliance in an environmentally-friendly manner.5. If the power cable is damaged, it must be replaced by a professionally qualified electrician.6. The appliance is not intended for use by persons (including children) with reduced physical, sensory or mental capabilities, or lack of experience and knowledge.7. Children should be supervised to ensure that they do not play with the appliance.1. Do not touch the appliance with wet hands.2. Do not operate the appliance when barefoot.3. Do not allow children to operate the hob.4. Please disconnect the power supply before any maintenance and cleaning.5. When the hob is working, the temperature of the hob top increases. Please do not touch and keep children away from it.6. A steam cleaner must not be used to clean the appliance.7. The appliance is not intended to be operated by means of an external timer or separate remote-control system.8. The power supply should use H05VV-F,3x4mm².9. The hob must be built into a heat-resistant cabinet. Smoke may be visible when first used – this is normal. Please leave on for a few minutes to burn off excess oils used during manufacture.OperationThe electric plates can either be standard or rapid type. The latter feature a red spot in the centre.According to requirements, the plates can be adjusted by turning the knobs either clockwise or anti-clockwise to any of the 6 positions besides the 0 position (Off). The higher the number, the greater the output of heat (see table below). When using rapid plates, a thermostat automatically reduces the power when the selected temperature is reached and the plate cycles intermittently to keep a constant cooking temperature. The indicator light is a signal that the electric plates are switched on.The level of heat can be adjusted gradually by turning the appropriate knob to the right or left.The indicator light can be found on the control panel – please see above diagrams.An appropriately sized pan saves energy.The correct pan should have a thick, flat base, with a diameter equal to the plate diameter, so that heat is transferred more efficiently.Advice on the Use of Electric PlatesNever leave the plates on without pans on them, or with empty pans and never use the plates to heat crockery. Switch on the plates after having set the pans on them.Once switched off, the plates remain warm for a while, do not touch.Switch off the heating plate before removing the pans.Pans- Use pans with flat bottoms. Uneven or thin bottoms will waste energy and are slow to cook.- Smaller pans will waste energy.- Do not use oversized pans. More than 50mm overhang can cause components to overheat and cause fine cracks in enamel or even damage heating elements.- Use only dry pans. Do not place wet or condensated items (eg. lids) on the e- Do not use pots and pans that are unsteady and likely to rock or overturn.- Do not operate the hob for an extended time without a pan on the hotplate.CAEH1CAEH11Danger of fire: Do not store items on the cooking surfaces.CAUTION: The cooking process has to be supervised. short term cooking process has to be supervised continuously.WARNING: Unattended cooking on a hob with fat or oil can be dangerous and may result in a fire.Ventilation slot>30mm。
Unit4Naturaldisasters重点单词短语句型清单-高中英语人教版
breathe regularly 均匀呼吸
breathe hard 呼吸困难
breathe deeply = take a deep breath 深呼吸
hold one’s breath 屏住呼吸
lose one’s breath 喘不上气来
out of breath 气喘吁吁,上气不接下气
12.effort n.努力;艰难的尝试;尽力
spare no effort (s) to do sth.不遗余力地做某事
put effort into (doing) sth. 努力做某事
with/ without effort 费力地/毫不费力地
make an effort to do sth. = make efforts to do sth. 努力/尽力做......
13.wisdom n.智慧;才智
wise adj. (行为或决定)明智的
wisely adv.明智地
14.suffer vt. 遭受;蒙受vi.(因疾病、痛苦、悲伤等)受苦
suffer pain /damage /failure 遭受痛苦/破坏/失败
suffer from受……的折磨;因……而受苦
suffering n. 苦难,痛苦sufferer n. 受难者
15.as if似乎;好像;仿佛= as though
如果as if引导的从句表示的情况与事实相反或者不大可能实现,从句要用虚拟语气。
16.shock n.震惊,休克——shocked adj.震惊的——shocking adj.令人震惊的。
11规则大连海事最新轮机英语题库翻译10
11规则大连海事最新轮机英语题库翻译(十)作者:系统管理员来源:发布时间: [2014-04-02] 点击数: 918样章第2章船舶辅助机械第4节船舶防污染设备【知识点】船舶防污染设备(pollution prevention equipment)主要包括以下三种设备:1. 油水分离器oily water separator2. 焚烧炉 incinerator3. 生活污水处理装置 sewage treatment equipment【词汇记忆】Aaeration tank 曝气柜aerobic 好氧的anaerobic 厌氧的agitate 搅动Bbacteria 细菌ballast water 压载水bilge water舱底水bio-filter tank 生物滤池bubble 气泡Ccatch plate捕集板clog 堵塞coalescer 聚合过滤器coalescence 聚合coalescing insert 聚合滤芯coarse separating compartment 粗分离室contamination 污染demulsibility 抗乳化性detect v. 探测detector 探测器disinfection 消毒disinfection agent 消毒剂dump chute 投料口Eemulsify v. 乳化emulsification n. 乳化Gglobule 水滴Iimpurity 杂质incinerator 焚烧炉inert 惰性interval 间隔Mmaceration 粉粹monitor监测器Ooil/water mixture油水混合物oil collecting space集油室oily water separator油水分离器organic matter 有机物overhaul 大修oxygen 氧气Ppollution prevention equipment 防污染设备purity 净化Ssensor 感应器sewage 生活污水slop tank 污水舱sludge 油渣,污油solenoid valve 电磁阀sterilization compartment 消毒室,灭菌室surface tension 表面张力【习题详解】2.4.1 油水分离器的工作原理及运行管理1. Would an increase in flow rate through the separator improve the separation of oil and water?A. NoB. YesC. It makes no differenceD. The separator works under all condition答案为A。
高考外研版英语一轮训练必修3Module3自然灾害与防范安全常识与自我保护Word版含解析
Module 3 The Violence of Nature课下主题训练自然灾害与防范,安全常识与自我保护I .阅读理解Fires sweeping across the Amazon rainforest recently have been making the headlines as scientists and environmental groups are worried that they will worsen climate change crisis and endanger biodiversity (生态多样性).As the largest rainforest in the world, th e Amazon rainforest is often called “the lungs of the world”. It is also home to about 3 million species of plants and animals, and 1 million local people.The vast area of rainforest plays an important role in the world's ecosystem because it absorbs heat instead of reflecting heat back into the atmosphere.lt also stores carbon dioxide and produces oxygen, ensuring that less carbon is released, reducing the effects of climate change.“Any destruction of forest is a danger to biodiversity and the people who use that biodiversity , “ Thomas Lovejoy, an ecologist at George Mason University told NationalGeographic."The great danger is that a lot of carbon goes into the atmosphere, “ he stressed. "In the midst of the global climate crisis, we cannot afford more damage to a major source of oxygen and biodiversity.The Amazon rainforest must be protected, " UN Secretary General Antonio Guterres said.Data from the National Institute for Space Research show that a total of 71,497 forest fires were registered in Brazi l in the first 8 months of 2019, up from 39,194 in the same period in 2018. “We estimate that the forest areas in the Brazilian Amazon have decreased by 20 to 30 percent compared to the last 12 months, “ Carlos Nobre, a researcher at the University of Sao Paulo, told German broadcaster Deutsche Welle.Brazil owns about 60 percent of the Amazon rainforest whose degradation(恶化)could have severe consequences for global climate.The extent of the area ruined by fires has yet to be determined, but the emergency has gone beyond Brazil's borders.语篇解读:本文是一篇说明文。
高中英语真题-unit4 earthquakes1)
高中英语真题:Unit4 Earthquakes(1)Ⅰ.课文缩写Strange things happened before Tangshan Earthquake happe ned.The well walls had deep cracks.A smelly gas came out of them.The water pipes cracked and burst.At 3:42 on the morning of July 28,1976,everything began to 1.________.It seemed as if the world was 2.________.3.________ burst from holes in the ground.Hard hill s of rock became rivers of 4.________.Soon the whole city lay in 5.________.Many people died or were injured.Everything in the city was destroyed.People were 6.________ at this and wo ndered how long the disaster would last.The army organized t eams to 7.________ those who were 8.________ and to 9.____ ____ the dead.Workers built shelters for survivors.Fresh water was taken to the city.Thanks to the army,the city began to 10.________ again.答案 1.shake 2.at an end 3.Steam 4.dirt 5.ruins6.shocked7.dig out8.trapped 9.bury 10.breatheⅡ.单词拼写2.Females find it e________ difficult to get a job in such a fiel d.3.Many people were killed or i________ in the earthquake. 4.You may b________ the balloon if you are not careful. 5.They ________(组织)the youths to form a group to protect the environment. 6.After the war,the city lay in ________(废墟).7.We knew Bob had cancer,but the news of his death still came as a ________(震惊的事).8.Hundreds of people are still in the water,waiting to be ________(援救).9.These bushes grow well in the ________(掩蔽)of big oak trees.10.A lot of people lost their lives in the ________(灾难).答案 1.buried 2.extremely 3.injured 4.burstanized6.ruins7.shock8.rescued9.shelter10.disasterⅢ.翻译与仿写1.Imagine there_has_been a big earthquake.翻译:仿写:周六晚上将举行一场英语晚会。
俄罗斯大坝决堤英语材
俄罗斯大坝决堤英语材Unfortunately, I don't have access to real-time news or events, so I cannot provide you with a detailed and up-to-date article on the Russian dam breach. However, I can outline the structure and content that such an article might include, based on typical reporting practices. Please note that this is a general outline, and you would need to fill in the specific details and facts related to the actual event.$$Title:$$ Russian Dam Breach Causes Widespread Devastation**Introduction:*** Begin with a brief description of the location and significance of the dam that breached. * Mention the date and time of the incident, emphasizing its suddenness and unexpectedness. * Highlight the initial reports of flooding and damage.**Background Information:*** Provide a brief history of the dam, including its construction, purpose, and any previous issues or warnings.* Describe the area surrounding the dam, including populated areas, infrastructure, and ecological significance.**Impact of the Breach:*** Detail the extent of the flooding, including affected towns and villages, as well as the estimated number of people displaced or affected. * Describe the damage to property, including homes, roads, and bridges. * Mention any reports of injuries or fatalities and the efforts to provide aid and relief.**Response and Relief Efforts:*** Outline the initial response by local authorities, including evacuation efforts, emergency services, and the provision of aid. * Describe any national or international assistance that has been pledged or provided. * Highlight any challenges faced in the relief efforts, such as access to affected areas or limited resources.**Environmental Impact:*** Discuss the potential long-term environmental impact of the dam breach, including soil erosion, water pollution,and damage to ecosystems. * Mention any ongoing efforts to assess and mitigate these impacts.**Investigations and Accountability:*** Describe any ongoing investigations into the cause of the dam breach, including possible structural failures, human error, or natural disasters. * Discuss the potential legal and political implications of the incident, including any accountability measures or legal actions that may be taken.**Conclusion:*** Summarize the main points of the article, emphasizing the widespread devastation caused by the dam breach. * Call for continued efforts in relief, reconstruction, and prevention of similar incidents in the future.Please note that this is a general outline, and you would need to fill in the specific details based on the latest information available. Additionally, you should ensure that the article is well-structured, with clear headings and subheadings, and that it follows good writingpractices, including proper grammar, punctuation, and paragraphing.。
坑状金属损失 英语
坑状金属损失英语英文回答:Cavitation erosion is a form of material degradation that occurs when liquid vapor bubbles collapse near a solid surface. This collapse creates high-pressure shock waves that can damage the surface of the material, leading to the formation of pits. Cavitation erosion is a common problem in engineering applications involving liquids, such as pumps, turbines, and propellers. It can also occur in natural systems, such as rivers and oceans.The severity of cavitation erosion depends on several factors, including the following:Fluid properties: The density, viscosity, and surface tension of the liquid can all affect the formation and collapse of cavitation bubbles.Solid properties: The hardness, strength, andelasticity of the solid material can all affect its resistance to cavitation erosion.Flow conditions: The velocity, pressure, and temperature of the liquid can all affect the formation and collapse of cavitation bubbles.Cavitation erosion can be prevented or mitigated by using materials that are resistant to cavitation erosion, by modifying the flow conditions to reduce cavitation, or by using coatings or other protective measures to protect the surface of the material.中文回答:什么是坑状金属损失?坑状金属损失是一种当液体蒸汽气泡在固体表面附近坍塌时发生的材料退化形式。
如何防止弹药爆炸英语作文
如何防止弹药爆炸英语作文Title: Preventing Ammunition Explosions: Strategies and Measures。
Ammunition explosions pose significant risks, not only in military contexts but also in civilian settings where they are stored or handled. To mitigate these dangers, various strategies and measures can be implemented. In this essay, we will explore effective methods to prevent ammunition explosions.First and foremost, proper storage facilities are crucial in preventing ammunition explosions. Thesefacilities should be designed to withstand potential hazards such as fire and impact. Additionally, they should be equipped with ventilation systems to prevent the accumulation of hazardous gases. Regular inspections and maintenance of storage facilities are essential to ensure their integrity and safety.Furthermore, it is imperative to implement strict handling procedures for ammunition. Personnel responsible for handling ammunition should undergo comprehensive training on safety protocols and procedures. This training should emphasize the importance of proper handling techniques and the potential consequences of negligence. Supervision and oversight should also be provided to ensure compliance with safety regulations at all times.In addition to storage and handling measures, technological advancements can significantly enhance ammunition safety. For instance, the development of smart munitions equipped with sensors and self-destruct mechanisms can reduce the risk of accidental explosions. These munitions can detect abnormal conditions such as excessive heat or pressure and initiate safety protocols to prevent detonation.Moreover, routine maintenance and inspection of ammunition are essential to identify and address potential hazards before they escalate. This includes inspecting ammunition for signs of corrosion, damage, or degradation.Any ammunition deemed unsafe should be promptly disposed of using proper disposal methods to prevent the risk of explosion.Collaboration between government agencies, military organizations, and private industry is crucial in implementing comprehensive ammunition safety measures. Information sharing and coordination can facilitate the development of standardized safety protocols and best practices. Additionally, research and development efforts should be focused on innovating new technologies and techniques to enhance ammunition safety.Public awareness and education campaigns can also play a significant role in preventing ammunition explosions. By raising awareness about the dangers of mishandling ammunition and promoting safety practices, individuals can be empowered to take proactive measures to reduce risks in their communities.In conclusion, preventing ammunition explosions requires a multifaceted approach encompassing storage,handling, technological innovation, maintenance, collaboration, and education. By implementing comprehensive safety measures and fostering a culture of responsibility, we can mitigate the risks associated with ammunition and ensure the safety of both military personnel and civilians.。
课件1:Unit 4 Natural Disasters
[小话题写作]
(4)交通问题不仅影响着我们的日常生活,而且也可能威胁到人们的生命。
The traffic issue not only affects our everyday life,but may also threaten
people’s lives.
考点必记
rescued.
→Trapped in the ruins,the girl still wore a smile,waiting to be rescued.
考点必记
(1)fall/walk into a trap落入圈套
lay/set a trap for...为……设下圈套
fall into the trap of doing sth落入做某事的陷阱
不定式符号,后接动词原形,动词不定式表示否定意义。
[名师点津]
在以下几种情况,too...to...结构可以表示肯定意义,而不是否定意义:
(1)当不定式前有否定词修饰时;
(2)当副词too的前面有否定词修饰时;
(3)当副词too后面修饰的形容词是glad,ready,pleased等表示“积极”意义的
的从句要用陈述语气。
②当从句所表达的情况没有依据,只是表达一种假设、愿望、猜测或怀疑,
是不真实的、极少有可能发生或存在的情况时,从句要用虚拟语气。下表
为表示虚拟的情况。
虚拟情况
从句谓语
表示与现在事实相反
一般过去时(be动词一般用were)
表相反
would/could/might+动词原形
do/cause damage to sb/sth
指彻底的、毁灭性的破坏,一般不可修复,常作“摧毁;毁灭”讲,也
GCX Corp. M-Series Arm and Extension for Mounting
Installation GuideM-Series Arm and Extension for Mounting Philips FMSon Left Side of Dräger Apollo Anesthesia MachineThe purpose of this guide is to describe installation of mounting assembly on the anesthesia machine.WARNING : USE OF MOUNTING HARDWARE AND MONITORING COMPONENTS OTHER THAN THOSE DESCRIBED IN THIS DOCUMENT MAY RESULT IN SERIOUS INJURY DUE TO TIPPING OF THE ANESTHESIA MACHINE.WARNING : ALL DEVICES AND MOUNTING EQUIPMENT SHOULD BE POSITIONED INWARD, CLOSE TO THE ANESTHESIA MACHINE, DURING TRANSPORT.Installer: When installation is completed, provide these instructions and all related documentation to the end user for future reference.Parts ReferenceThe following parts and hardware are included in this installation kit (hardware not shown):Tools Required• 5/32'' hex wrench (provided) • 1/8'' hex wrench (provided)Item # Description Qty1 M-Series Arm, 12'' 12 Down Post, 6''1 3 #10-32 x 3/8'' Socket Head Cap Screw (SHCS)3 46'' Channel Extension15 Nut Plate 26M6 x 25mm Flat Head Socket Cap Screw (FHSCS)2 7 1/8'' Hex Wrench 1 8 5/32'' Hex Wrench1 21 4Insert Assembly in SlotInsert Assembly in Slot Mounting Extension Channel in Left Side Accessory Track1. Thread one (1) M6 x 25mm FHSCS a few turns into each Nut Plate, leaving 20mm of thread exposed per screw (below left).2. Insert Nut Plate/screw assemblies in top and bottom slots as shown below right.3. Hold Nut Plate/Screw assemblies in position (below left) while guiding Nut Plates into accessory track. Move entire assembly up the track to desired mounting position.4. Using the 5/32'' hex wrench provided, tighten bottom screw first, then top screw (below right).M6 x 25mm FHSCS (2)Nut Plate (2)Tighten Bottom Screw FirstGuide Nut Plates into Accessory TrackLeft Side Accessory TrackInstalling Arm in Channel1. Using the 5/32'' hex wrench provided, fasten 6'' Down Post to Swivel Cup with three (3) #10-32 x 3/8'' SHCS as shown below left.2. Insert Slide (rear of Arm) in opening in top of channel and carefully lower Arm to rest at bottom of channel. Using the 1/8'' hex wrench provided, tighten two (2) socket set screws to secure position in channel.Mounting FMS on Down PostFollow Philips instructions for mounting FMS on Down Post. A Philips-supplied clamp is required for this installation.Installation Note: The clamp on the rear of the FMS may be rotated 90º to allow vertical mounting of the FMS as shown below right.Swivel Cup#10-32 x 3/8'' SHCS (3)6'' PostInsert SlidePeriodic MaintenanceAll fasteners associated with the mounting system should be inspected periodically and tightened or adjusted as necessary for optimal operation and safety.Cleaning the Mounting AssemblyCAUTION: GCX makes no claims regarding the efficacy of the listed chemicals or processes as a means for controlling infection. Consult your hospital’s infection control officer or epidemiologist. To clean or sterilize mounted devices or accessory equipment, refer to the specific instructions delivered with those products.1. The mounting assembly may be cleaned with most mild, non-abrasive solutions commonly used in the hospitalenvironment (e.g. diluted bleach, ammonia, or alcohol solutions).2. The surface finish will be permanently damaged by strong chemicals and solvents such as acetone ortrichloroethylene.3. Steel wool or other abrasive material should never be used.4. Damage caused by the use of unapproved substances or processes will not be warranted. We recommend testing ofany cleaning solution on a small area of the arm that is not visible to verify compatibility.5. Never submerge or allow liquids to enter the arm. Wipe any cleaning agents off the arm immediately using a water-dampened cloth. Dry mounting assembly thoroughly after cleaning.。
Importance factor for design of bridges against
Importance factor for design of bridges against firehazardV.K.R.Kodur ⇑,M.Z.NaserDepartment of Civil and Environmental Engineering,Michigan State University,East Lansing,USAa r t i c l e i n f o Article history:Received 30January 2013Revised 28March 2013Accepted 31March 2013Available online 21May 2013Keywords:Fire hazardImportance factor BridgesFire protection Bridge collapsea b s t r a c tFire represents a significant hazard to civil infrastructure,including bridges.However,fire hazard is still not accounted for in conventional bridge design.This paper presents an approach for developing an importance factor for overcoming fire hazard in bridges.The importance factor takes into account the degree of vulnerability of a bridge to fire and also the critical nature of a bridge from the point of traffic functionality.The importance factor is derived by assigning weightage factors to key characteristics of bridges,i.e.bridge’s geometrical features,material properties and design characteristics,traffic demand,hazard (risk)likelihood,expected environmental damage,and economic consequences resulting from a fire incident.The proposed importance factor for fire design,which is similar to the one currently used for evaluating wind,and snow loading in buildings,is validated for a number of bridges where fire inci-dents occurred previously.It is shown through this validation that the proposed method for importance factor can be used as a practical tool for identifying critical bridges from the point of fire hazard and also for developing relevant design strategies for mitigating fire hazard in bridges.Ó2013Elsevier Ltd.All rights reserved.1.IntroductionBridges are built to last for several decades and serve a variety of commuters.Hence,they are exposed to multiple loadings and various risks throughout their service life.In recent years,bridge fires are becoming a growing concern due to rapid development of urban ground transportation and increased shipping of hazard-ous materials (flammable materials,spontaneously combustible materials,dangerous materials,etc.)[1,2].Further,bridges are open to general population and easily accessible;with minimum or no security at all,hence they are susceptible to vandalism or sabotage which can often lead to fires.Since fire is a destructive force in nature,fires can threaten structural integrity of a bridge and cause significant interruptions to traffic flow.There have been numerous fire incidents in bridges and this have been documented in the literature [2–7].Majority of these bridge fires are caused by collision of vehicles,i.e.fuel tankers,freight trucks and multiple car collisions either with vehicles or bridge components [2–6],hence fires in bridges can be explosive in nature.This has been attributed to the fact that collisions occur at high speeds leading to burning of gasoline based fuels,which have relatively low flash points,in an open environment.Thus,bridge fires can reach extremely high temperatures (in the range of 800–900°C)within the first few minutes of fire initiation and rising to 1000°C or more in the first thirty minutes [9–11].The ra-pid rise of temperature can create high thermal gradients in the structural members which in turn could produce fire induced spalling in concrete or local buckling in steel members [12].Another common cause for fires on bridges is from natural causes such as wildfires and lighting.This problem is much more prevalent in the case of railway bridges,which are often located in the wild areas and away from population centers.Further,in the case of railway bridges,reporting of fire events as well as re-sponse times to reach a fire incident can be much longer due to re-mote location and long distance from the nearest fire station.In these cases,wild fires can rapidly grow and spread to larger areas,resulting in severe damage to railway bridges.In many cases,fires in bridges burn-out quickly or are extin-guished through firefighting.However in some scenarios,fires can induce significant degradation of capacity of structural mem-bers,due to loss of strength and stiffness properties of constituent materials,which often lead to partial or full collapse of bridges [3–6].Even in the case of minor fire incidents,where no collapse oc-curs,proper investigation,inspection and maintenance,in the aftermath of a fire incident,is required before the bridge is opened to traffic.Shutting down a bridge for maintenance would require traffic detouring to nearby routes which can impose significant traffic delays in the affected region.Eventually,this would stress the flow of traffic and affect the commuters’pattern in the sur-rounding highway networks [2,8].Fire hazard in bridges can be overcome to a certain extent through provisions of appropriate fire resistance to structural mem-bers,such as girders and piers [2].Fire resistance is defined as the time duration at which a structural member exhibits adequate0141-0296/$-see front matter Ó2013Elsevier Ltd.All rights reserved./10.1016/j.engstruct.2013.03.048⇑Corresponding author.Tel.:+15173539813.E-mail addresses:kodur@ (V.K.R.Kodur),nasermoh@ (M.Z.Naser).performance in terms of integrity,stability and temperature trans-mission to the unexposed side.In general,fire resistance is achieved via proper design,selection of materials and detailing of the struc-tural members.Unfortunately,at present,there are no specific requirements in codes and standards forfire resistance of structural members in bridges.This is based on the rationale that bridges are open structures andfire safety measures are not needed in the event offire.Althoughfire resistance provisions are provided in buildings,the same provisions may not be applicable for bridges due to large differences in key factors such asfire severity,member characteristics and design objectives[2].The impact offire on a bridge can be devastating on the traffic flow of that particular region,especially if it results in significant damage to structural members.In order to overcome such devas-tating impact,appropriate strategies are to be developed to miti-gatefire hazard in bridges.However,it may not be economical or practical to design all bridges forfire hazard.Therefore,an impor-tant factor is required for classifying bridges based onfire risk.The introduction of such an importance factor would greatly enhance the state of design and maintenance of bridges.Such an impor-tance factor forfire design of bridges can be developed on the same lines as that of importance factor used in the design for wind, snow,and earthquake events(loading).However,unlike the afore-mentioned events,statistical data onfires in bridges are not widely available[2,7,13].Moreover,the associated frequency and complex nature offires add further challenges and complexities.Hence, qualitative assessment based on rational engineering judgment seems to be the method of choice when assessing the state of bridges againstfire hazard.This paper presents the development of an importance factor forfire design of bridges.The proposed method for evaluating importance factor takes into account the vulnerability of bridges tofire and also critical nature of the bridge from the point of traffic functionality.2.Fire hazard in bridgesIn the last two decades,there has been an increase offire re-lated accidents in bridges,and some of thesefire incidents lead to destructive damage.A survey by Battelle[14]reveals that the average number of annual highway vehiclefire incidents was 376,000,which caused570civilian deaths and$1.28billion of property losses.Afire occurring in the vicinity of a bridge can spread to the bridge structure if there is significant fuel.While the perception may be that it is very unlikely that a bridge can collapse underfire, a recent US-wide survey by the New York state department of transportation has shown that nearly three times more bridges have collapsed,in1990–2005period,due tofire than earthquakes [15].Kodur et al.[16]further reviewed recent bridgefire incidents and clearly illustrated that in some cases,bridgefires can produce significant damage or collapse of structural members leading to major traffic delays,detours and costly repairs.The followingfire incidents illustrate the magnitude offire problem in bridges.On April29,2007a majorfire broke out at the two span bridge of the I-580freeway at MacArthur Maze interchange in Oakland, CA,when a fuel tanker transporting32,500l of fuel overturned un-der the bridge.The burning of highly combustible fuel lead to in-tense heat producing temperatures in the range of1100°C.The strength and stiffness of steel girders,which had nofire proofing, deteriorated due to rapid rise in steel temperatures leading to large deflections in the girders.This resulted in significantfire induced forces in girders and overstressing of connections.As a result,the connections weakened and steel girders collapsed in about 22min.The losses due tofire induced collapse were estimated at $9million.Further,it took weeks to repair thefire damaged bridge resulting in significant traffic detours[16].Another major bridgefire occurred on July28,2006at the Bill Williams River Bridge,AZ,when a fuel tanker carrying28,700l of diesel overturned near the bridge[17].The bridge was comprised of fourteen spans,each having a length of23.2m.The super struc-ture was constructed of prestressed concrete girders underneath a cast-in-place concrete slab.Thefire lasted for few hours and af-fected span numbers8,9and10.Thefire also spread to surround-ing wildlife area and burned for two weeks.The post-fire bridge inspection showed spalling of the concrete cover across of the pre-stressed concrete girders.However,this spalling did not lead to any capacity degradation in the bridge girders.Following the inspection,the bridge was declared to be in good condition,except the east overhang of spans8,9and10which was closed for imme-diate rehabilitation.On March23,2003a car crashed into a fuel tanker transporting 50,000l of heating oil on the I-95Howard Avenue Overpass in Bridgeport,CT.The bridge was supported by30-inch deep steel girders spanning22m.The truck,while trying to avoid the car, slipped along the overpass’s concrete barrier and hit two light poles.The heating oil spilled over a length of100m and ignited. Thefire lasted for two hours and the temperatures reached about 1100°C.The high intensity offire initiated significant buckling in steel girders carrying the overpass.This resulted in partial collapse of steel girders causing both northbound and southbound lanes to collapse.Following thefire,traffic in both directions had to be de-toured.The refurbishment of thisfire damaged bridge costed about $11.2million[2,18–20].3.Factors influencingfire performance of bridgesThe performance of a bridge underfire is mainly influenced by the degree of vulnerability of structural members to afire.On the other hand,the impact offire on a bridge is dependent on the crit-ical nature of the bridge from the point of traffic functionality.Nomenclatureu parameter weightw class factorw g geometrical features,material properties and design characteristics class factorw h hazard(fire)likelihood class factorw t traffic demand class factorw e economic impact class factorw f expectedfire losses class factoru x(max)maximum weightages factors of each parameter in class (x)u i,x weightage factor of sub-parameter(i)in class(x)u total summation of maximum weightages factors of all parametersD class coefficientu i,x score value in an individual parameter of class(x)k overall class coefficientIF importance factor208V.K.R.Kodur,M.Z.Naser/Engineering Structures54(2013)207–220Some of the key factors that influence thefire performance of bridges are discussed below.3.1.Vulnerability of bridges tofireThe key factors that contribute to vulnerability of bridges tofire hazard are geometrical features of structural members,materials used in their construction,loading and support(restraint)condi-tions of structural members andfire intensity.3.1.1.Geometrical featuresGeometry and dimensions of structural members can have a significant influence on their structural performance underfire conditions.Consequently,geometrical features of structural mem-bers affect the vulnerability of a bridge tofire.In the case of a steel bridge,factors such as,slenderness of structural members or lat-eral restraint to girders can significantly affect local or torsional buckling of girders underfire conditions.In the case of a concrete bridge,concrete cover thickness to internal steel reinforcement has a direct bearing on thefire response of reinforced concrete struc-tural members.3.1.2.Materials used in constructionPerformance of bridges underfire exposure is highly dependent on the thermo-physical and mechanical properties of constituent materials that form the structural members.For example,thermal conductivity of steel isfifty times higher than that of concrete.Fur-ther,all materials experience loss of strength and elastic modulus properties at high temperatures,but the rate of loss of these prop-erties vary for different materials.For instance,loss of strength and stiffness properties of concrete with temperature is at a much slower pace than that of steel.Hence concrete members generally exhibit higherfire resistance as compared to steel structural mem-bers.Strength and stiffness of normal strength concrete(NSC) starts to degrade beyond400°C,while mechanical properties of steel starts to degrade around250°C at significantly higher rate [23–26].In comparison to concrete and steel,timber is a combus-tible material and also loses its strength and stiffness at relatively lower temperatures.Thus,the type of material used in the struc-tural members of a bridge has a direct bearing on the vulnerability of that bridge underfire.3.1.3.Loading and support conditionsThe type and intensity of loading,as well as support conditions, can influence thefire performance of structural members.Struc-tural members under static loading and at lower load levels achieve higherfire resistance than similar members subjected to dynamic,high load levels.High load levels subject the members to additional stresses,thus the members will have less retention (reserve)capacity underfire.Further,restrained support condi-tions can significantly enhancefire resistance offlexural members due to the development offire induced restraint forces that can counter balance the load induced moments.However,in the case offixed end concrete columns,additional forces due to the pres-ence of restraints are generated.Such forces,in some scenarios, could lead to early spalling of concrete cover and initiate prema-ture failure.Thus,the type of support,magnitude and type of load-ing contributes to the vulnerability of bridges underfire exposure.3.1.4.Fire intensityThe intensity and duration offire have a significant bearing on the performance of structural members.Fire intensity and its dura-tion depend on the fuel type and quantity,as well as ventilation characteristics.Buildingfires tend to burn at lower intensity and progress(grow)at a slower rate than bridgefires due to limited ventilation(oxygen),availability of active and passive protection systems and fuel mainly comprising of cellulose-based materials. On the contrary,bridges are open structures with unlimited oxy-gen supply.They lack active and passivefire protection measures and the presence of highlyflammable hydrocarbon products,can accelerate the rate of growth offires,producing high intensityfires [4,5].3.2.Critical nature of bridgesThe second major factor that is to be considered in evaluating the importance of a bridge,from the point offire hazard,is the crit-ical nature of the bridge.The critical nature of the bridge is influ-enced by the bridge location and traffic density.3.2.1.Bridge locationThe importance of a bridge is directly related to its location in the traffic network grid.If the bridge is located in a route crossing natural obstacles(such as valleys or rivers)and if there are no alternative routes for traffic detours,then any closure of that bridge due tofire damage will significantly slow down or shut down the traffic in the region.3.2.2.Traffic densitySimilarly,traffic density can determine the critical nature of the bridge.If a bridge is located on a congested highway or in the sur-roundings of urban area that serves large number of vehicles daily, loss of operation of such a bridge will cause significant traffic dis-ruptions in the region.This factor is to be considered in evaluating the importance of a bridge.4.Approach to evaluate importance factorAlthoughfire represents a significant hazard to bridges,it is still of a rare occurrence.As a result,it is not economical or practical toFig.1.Key characteristics influencingfire hazard in bridges.V.K.R.Kodur,M.Z.Naser/Engineering Structures54(2013)207–220209210V.K.R.Kodur,M.Z.Naser/Engineering Structures54(2013)207–220Table1Weightage factors based on the different features of a bridge.Parameter Sub-parameters Weightage factor(u gx)Max.weightage factor(u gx(max)) Class I:Geometrical features,material properties and design characteristics(w g=0.44)Structural system Truss/Arch15Girder–continuous2Girder–simply supported3Cable-stayed4Suspension5Material type Reinforced concrete bridge15High strength/(prestressed)concrete bridge2Steel–concrete composite bridge3Concrete bridge strengthened with external FRP4Steel and timber bridges5Span(m)<501450–2002200–5003>5004No.of lanes2132–42>43Age(years)<151415–29230–503>504Current rating1001560–80240–60320–404<205Additional service features1deck152decks+pedestrians2Accommodates railroad3Multi-level4Above water5Weightage factor(u h,x)Max.weightage factor(u h,x(max)) Class II:Hazard(fire)likelihood(w h=0.23)Response time(min)<5155–10210–20320–304>305Historical/architectural significance Conventional13Landmark2Prestigious3Threat perception None(low)13Not available(medium)2Frequent(high)3Fire scenario A small vehiclefire above/under the bridge15A large truck collision andfire with other vehicles2A fuel tanker collision andfire with bridge sub-structure34Major fuel tanker collision andfire with multiple vehiclesand against bridge sub-structureFire due to fuel freight ship collision with a bridge pier5Weightage factor(u t,x)Max.weightage factor(u t,x(max)) Class III:Traffic demand(w t=0.11)ADT(vehicles/day)<1000151000–500025000–15,000315,000–50,0004>50,0005Facility location Rural13Suburban2Urban3Weightage factor(u e,x)Max.weightage factor(u e,x(max)) Class IV:Economic impact(w e=0.13)Closeness to alt.routes(km)<101310–202>203Time expected for repair(month)<3133–92>93Cost expected for repair<1million131–3million2>3million3design all bridges forfire hazard.Only bridges that are at high risk from the point offire hazard should be designed forfire safety.For evaluatingfire risk,an importance factor similar to that used for evaluating snow or wind loading in the design of buildings,can be quite useful.The steps associated in the development of impor-tance factor of bridges are explained below.4.1.Calculation of the importance factor(IF)The proposed approach for importance factor is developed by taking into account the vulnerability of bridge structural members tofire,as well as the critical nature of the bridge to the trafficflow. The vulnerability of a bridge tofire arises from geometric dimen-sions,material properties and design features of its structural members and likelihood offire occurrence in the vicinity of that bridge.Based on the previousfire incidents in bridges,those as-pects were found to be the major contributing factors to the bridge’s state of vulnerability[2,7,13].On the other hand,traffic demand,economic consequences in the aftermath of afire incident and expectedfire losses define the critical nature of a bridge.Bridges with high traffic volumes are more prone to higher losses and traffic disruption due tofire. Further,closure of similar bridges due to inspection or mainte-nance,in the event of afire,would require detouring traffic to nearby routes.Such detouring would amplify traffic intensity in the nearby highways and affect the trafficflow in the region.How-ever,in case of railroad bridges,detouring may not be a feasible op-tion due to lack of alternative routes(bridges).Hence delays and expected losses due tofire in the case of railway bridges can be much higher than those of highway bridges.The key characteristics that define the importance of a bridge; vulnerability tofire and critical nature,are grouped intofive clas-ses as shown in Fig.1.Each class is comprised of different param-eters that contribute to the importance factor.Within each parameter,there are various sub-parameters that determine the conditions of a specific bridge.Thefive classes along with their parameters and sub-parameters are tabulated in Table1.Based on engineering judgment and recommendations of previ-ous studies[2,13,27–30],weightage factors are assigned to differ-ent sub-parameters.The weightage factors(u c,p),assigned on a scale from1to5,are associated with unique subscripts defining its related class and parameter.Knowing the maximum weightage factors for various parame-ters in a bridge,a class factor(w x)is calculated as:w x ¼P uxðmaxÞutotalð1Þwhere u x(max)is the maximum weightage factor of each parameter in class(x);and u x(total)is the summation of maximum weightage factors of all parameters in thefire classes.Then,a class coefficient(D x)is calculated as the ratio of the summation of selected weightage factors of sub-parameters in class(x)to the summation of the maximum weightage factors of the same parameters in that class:D x¼P ui;xP uxðmaxÞð2Þwhere u i,x is the weightage factor of sub-parameter(i)in class(x); and u x(max)is the maximum weightage factor of each parameter in class(x).Finally,an overall class coefficient(k)is evaluated as the sum-mation of the product of class coefficient(D x)and corresponding class factor(w x).k¼XD x wxð3ÞThe overall class coefficient(k)is then utilized to assignfire risk grade for a bridge.This is done by comparing the value of the over-all class coefficient(k)with numerical scores given in Table2and arrive at an importance factor(IF).Thefire risk associated with bridges is grouped into four grades namely low,medium,high and critical.The risk grades and related overall class coefficient (k)scores are given in Table2.This importance factor indicates the susceptibility of the bridge tofire hazard.As an example,a bridge with importance factor(IF)of1.5represents the most crit-ical bridge from the point offire hazard and thus requires some le-vel offire protection measures to mitigate adverse impact from fire.The four grades of risk were arrived at based on collected data offire incidents in previous studies[21,29,30].For instance,a sur-vey conducted by the New York State Department of Transporta-tion,revealed that2.9%of the surveyed bridges collapsed due to fire(52out of1746)[21].Further,Wardhaua and Hadipriono [29]conducted a comprehensive review on503bridges and re-ported that3.18%of the collapsed bridges were due tofire related causes.Similarly,Scheer[30]showed that4.9%of bridges collapsed due tofire or explosion(26out of536).Hence,in this study,about 5%of the total bridge population is considered to have the highest (critical)risk tofire hazard.Further,the contribution of each class(influencing factors)to the overall importance factor is illustrated through a pie chart in Fig.2.Detailed calculations illustrating the application of above procedure to evaluate class factors and importance factor are pre-sented in Appendix A.1and A.2,respectively.4.2.Flow chartFig.3illustrates aflow chart in whichfive steps needed to eval-uate importance factor is summarized.Table1(continued)Parameter Sub-parameters Weightage factor(u gx)Max.weightage factor(u gx(max)) Class V:Expectedfire losses(w f=0.09)Life/property losses Minimum to no injuries13Minimum casualties2Many casualties3Env.damage Minor damage13Significant damage2Unacceptable damage3Table2Risk grades and associated importance factors forfire design of bridges.Risk grade Overall class coefficient(k)Importance factor(IF)Critical P0.95 1.5High0.51–0.94 1.2Medium0.20–0.50 1.0Low<0.200.8V.K.R.Kodur,M.Z.Naser/Engineering Structures54(2013)207–220211In Step 1,information on various features of the bridge and sta-tistical data related to traffic flow is collected.In Step 2,weightage factors (u )are assigned to various sub-parameters based on the collected data,recommendations provided herein and engineering judgment.Table 1provides guidelines for assigning weightage fac-tors to different sub-parameters.Then,individual class coefficients (D x )and overall class coefficient (k )are evaluated as part of Steps 3and 4,using Eqs.(2)and (3),respectively.Finally,in Step 5,the importance factor (IF )is established using the risk grade given in Table 2.A detailed example for the calculation of importance factor is illustrated in Appendix A.2.4.3.Rationale for assigning weightsAs indicated above,a number of factors were taken into consid-eration in determining the vulnerability and critical nature of bridges.The weightage factors were arrived at by considering dif-ferent types of bridges,namely,highway,railway and other types of bridges.Since each class is comprised of several parameters,the rationale for assigning weightage factors for various sub-parameters under each fire class is discussed herein.In general,the weightage factors are assigned in an ascending numerical order (see Table 1)where the largest value indicates the highest risk (susceptibility)to fire hazard.4.3.1.Class 1:Geometrical features,material properties and design characteristics (w g )The geometric and material properties and design features that contribute to the vulnerability of a bridge arises from the type of structural system,material type,girder span,number of lanes,age,bridge rating and special (service)features.It should be noted that the structural capacity of a given bridge,under fire conditions,is mainly influenced by these geometric features.Hence,the geo-metric and material properties and design features were found to be the major contributing class to the fire risk associated with the bridge (w g =0.44),as illustrated in Fig.2.Structural system (u g,ss )Different types of structural systems are used in bridges and the type of structural system has an influence on its vulnerability to fire hazard.Typical structural systems in bridges are grouped un-der truss/arch,girder-type (simply supported or continuous),cable-stayed and suspension bridges.Cable-stayed and suspension bridges usually have complex load-paths,comprise of larger spans and serve large traffic volumes and these are more susceptible to fire due to the use of steel cable components.These bridges were considered to be more vulnerable to fire damage.To reflect the higher risk associated with cable-stayed and suspension bridges,weightage values of 4and 5are assigned.For more conventional type of bridges,i.e.girder-type,a weightage factor of 2or 3is as-signed and a weightage factor of 1is assigned for truss/arch bridges.Material type (u g,mt )Bridges are mainly constructed using concrete,steel or timber materials.To reflect the vulnerability of each material type,a weightage factor of 1to 5is assigned based on the findings of Wardhaua and Hadipriono [29].Steel structural members in bridges are more susceptible to fire damage and thus steel bridges are assigned a weightage factor of 5[2,29].Similar to steel bridges,timber bridges are also given a weightage factor of 5since timber is a combustible material and has poor performance when exposed to elevated temperatures.Concrete bridges can be further grouped under four different types,such as conventional reinforced concrete (RC),prestressed con-crete (PC),steel–concrete composite construction,and fiber-rein-forced polymers (FRP)strengthened concrete.Bridges retrofitted with FRP systems are assigned a weightage factor of 4because FRP materials decompose at elevated temperatures and lose its strength and stiffness properties at a much faster rate than con-crete and steel [31].In the case of composite bridges,composite ac-tion between concrete and steel enhances fire performance of such bridges,thus they are assigned a weightage factor of 3[32].It should be noted that high strength concrete (HSC)loses strength at a higher rate than conventional concrete [33].Hence,bridges constructed with HSC and conventional concrete are assigned a factor of two and one,respectively. Span length (u g,sl )The span length of bridges can vary over a wide range depend-ing on the bridges’different design features,intended use,location and presence of natural barriers.It is assumed that the importance of the bridge has somewhat direct correlation to the span length.In general,large span bridges have high dead to live load ratio and serve higher volumes of traffic,therefore they carry higher load intensities.They are critical since they usually span over natural obstacles such as bodies of water.To reflect this,the span length of bridges is grouped under four sub-parameters;namely,less than 50m,between 50and 200m,between 200and 500m and more than 500m and are given weightage factors (u g ,sl )ranging from 1to 4,respectively. Number of lanes (u g,nl )Number of lanes in a bridge reflects indirectly the load carrying capacity and thus is taken as an influencing parameter under geo-metric properties and design features.The number of lanes is con-sidered to be a dimensional (geometrical)limitation rather than a traffic related parameter.The number of lanes is grouped under three sub-parameters i.e.two,between two to four and morethanFig.3.Flow chart illustrating the steps involved for evaluating importance factor.212V.K.R.Kodur,M.Z.Naser /Engineering Structures 54(2013)207–220。
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Colored porcelain, also known as "family verte," "family rose," and "family jaune," among others, refer to porcelain pieces that are painted or decorated in various colors These colors are typically applied to the pole during the painting stage before firing, resulting in a wide range of patterns and designs
Decoration techniques
Types and characteristics of porcelain
03
Celadon is a type of green blue porcelain that originated in China during the Song Dynasty It is characterized by its distinct and elegant appearance, with a soft and mellow color tone that gives it a natural and harmonious feel Celadon porcelain is often used for tea sets and tableware, and is highly prized for its beauty and functionality
Summary
The development of Chinese porcelain has gone through multiple stages, including celadon, white porcelain, and colored porcelain, each with its unique style and characteristics.
the risks agriculture faces答案
the risks agriculture faces答案1. Climate Change: Agriculture is dependent on weather patterns and a stable climate. Climate change has caused unprecedented weather conditions, including droughts, floods, and heatwaves, which directly affect crop production and yield.2. Soil Degradation: Soil is a finite resource that is essential for agriculture. Overuse, improper irrigation, and lack of crop rotation can cause soil degradation, leading to a decline in crop yield and quality.3. Pest and Disease Outbreaks: Pests and diseases can spread quickly through agricultural crops, leading to significant losses in yield and revenue. This risk is heightened when monoculture is practiced.4. Water Scarcity: Agriculture is one of the most water-intensive industries, consuming 70% of the world's freshwater resources. Water scarcity can lead to reduced crop yields, lowered quality of production, and decreased profits.5. Market Volatility: Agricultural prices can be volatile due to fluctuations in supply and demand, changing consumer preferences and shifts in government policies. This can cause significant financial instability for farmers.7. Labor Shortages: A shortage of labor in agriculture can impact crop production and harvest, leading to a decline in yield and quality.8. Technological Disruption: Technological advancements are rapidly transforming the agricultural industry, creating opportunities for more efficient and sustainable practices. However, these changes can also create uncertainty for farmers and disrupt traditional business models.。
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a r X i v :c o n d -m a t /0207233v 3 [c o n d -m a t .s t a t -m e c h ] 27 F eb 2003Damage spreading in the Bak-Sneppen model:Sensitivity to the initial conditions and equilibration dynamicsUgur Tirnakli ∗Department of Physics,Faculty of Science,Ege University,35100Izmir,TurkeyMarcelo L.Lyra Departamento de F´ısica,Universidade Federal de Alagoas,Macei´o -AL,Brazil (February 6,2008)The short-time and long-time dynamics of the Bak-Sneppen model of biological evolution are in-vestigated using the damage spreading technique.By defining a proper Hamming distance measure,we are able to make it exhibit an initial power-law growth which,for finite size systems,is followed by a decay towards equilibrium.In this sense,the dynamics of self-organized critical states is shown to be similar to the one observed at the usual critical point of continuous phase-transitions and at the onset of chaos of non-linear low-dimensional dynamical maps.The transient,pre-asymptotic and asymptotic exponential relaxation of the Hamming distance between two initially uncorrelated equilibrium configurations is also shown to be fit within a single mathematical framework.Keywords:Damage spreading,critical dynamics,Bak-Sneppen model I.INTRODUCTION The concept of self-organized criticality was introduced to describe the tendency of large dynamical systems to organize themselves in an out of equilibrium state exhibiting spatio-temporal complexity [1].Such complexity is reflected by the presence of correlations between events separated in space and time over a wide range of length and time scales [2,3].The emergence of spatio-temporal complexity in dynamical systems driven by rules based on extremal principles is in the origin of the widespread occurrence in nature of fractal structures [4],noise with 1/f power spectrum and punctuated equilibrium [5].The simplest mathematical model of a driven dynamical system,which exhibits self-organized criticality,was introduced by Bak and Sneppen as a toy model of biological evolution of an ecology of interacting species [6].In this model random numbers f i (fitness),uniformly distributed on the interval [0,1],are assigned to the sites of a d -dimensional lattice.At each time step the site with the smaller random number is located and new random numbers from a uniform distribution are assigned to that site and also to its first neighbors.The above model system achieves a statistically stationary state in which the density of random numbers in the system vanishes for f <f c and is uniform above f c ,with f c =0.667[6]in a chain and f c =0.38in a square lattice geometry [5].Once the stationary state is achieved the system exhibits punctuated equilibrium as real biology [7],characterized by intermittent co-evolutionary avalanches of all sizes.The complexity of this stationary regime can be revealed by the show up of spatio-temporal power-law distribution of events.For example,the distribution C (x )of the distance x between two subsequent extremal sites scales as C (x )∝x −π,with π=3.23in one dimension [5].Further the temporal long-range correlations can be also observed in the distribution of first return times P (t )which scales as t −τfirst ,with τfirst =1.58in 1d and τfirst =1.28in 2d [5].The propagation of local perturbations in the self-organized state of Bak-Sneppen model was recently investigated using the damage spreading algorithm [8–12].By measuring how the difference between two initially close configu-rations evolves in time under the same noise,it was shown that an initial power-law divergence sets up before thedistance saturates in a finite size-dependent plateau.This slow short-time power-law dynamics is characteristics of systems poised at critical states such as at the critical point of second-order phase transitions [13]and the onset of chaos in non-linear dynamical systems [14–22].However,usual critical phenomena exhibit two dynamical regimes characterized by distinct critical exponents.The first one is related to a short-time slow dynamics,which governs the power-law increase of the order parameter when its value in an initial non-equilibrium configuration is small and non-zero[13].Infinite systems this power-law increase persists up to a characteristic time,after which the order parameter slowly decays towards its equilibrium value. The same dynamical regimes have been identified in the onset of chaos of low-dimensional non-linear dynamical maps.The distance between two nearby orbits was shown to diverge following a power-law whose exponent is directly related to geometric exponents characterizing the extremal sets of the critical dynamical attractor[14–22].On the other hand,the long-time relaxation towards the dynamical attractor is governed by a new exponent,which seems to be related to the fractal dimension of the support of the dynamical attractor in phase-space[23].Damage spreading studies of critical phenomena have also reported two dynamical regimes with distinct and inde-pendent exponents.Therefore,it is natural to expect this to be the general trend of systems poised at criticality as well as systems exhibiting self-organized criticality such as the Bak-Sneppen model.The fact that previous damage spreading works have not identified the long-time relaxation towards equilibrium in the BS model just reflects the insensitivity of the proposed measure to capture the long-time dynamics.In this work we introduce a new Hamming distance measure that is sensitive to the long-time dynamics of the Bak-Sneppen model.Following its temporal evolution we are going to show that,besides displaying a power-law short-time dynamics with the same exponent previously reported,it also exhibits a long-time relaxation dynamics. We will report the scaling properties of this regime and discuss its possible relation with the geometric properties of the dynamical attractor in phase space.II.MODEL SYSTEM AND NUMERICAL SIMULATIONIn our simulations we implement the Bak-Sneppen algorithm in linear chains with periodic boundary conditions. Random numbers f i(fitness)are initially assigned to all sites from a uniform distribution in the interval[0,1].The system evolution is based on the standard re-assignment of the extremal site,i.e.,the site with the minimumfitness and of itsfirst neighbors.In our simulations we worked with chains of up to N=1000sites and left t trans=20N collective time steps for the system to achieve the statistically stationary state.Our collective time unit corresponds to N elementary time steps so that each site is going to be updated only once in average during a collective time step. After achieving the statistically stationary state we produce a copy of the system’s configuration.A small damage is introduced in the copy by interchanging the position of the site with the minimumfitness with a randomly chosen one.After this,we follow the temporal evolution of both configurations using always the same set of random numbers to update both replicas.After a characteristic timeτ,both configurations will be composed by the same sequence of random numbers just shifted by a random distance.Once periodic boundary conditions are used,these two configurations are indeed indistinguishable and should be considered as identical.Infigure1we report thefinite size scaling of the average time needed for two initially random configurations to become identical when updated following the Bak-Sneppen dynamics and under the same set of random numbers.This characteristic time,measured in units of collective time steps,scales asτ∝Nφ,withφ=1.46(4).We would like to stress that,within the error bars,this is the same scaling exponent obtained by the size dependence of the average self-organization time to reach the critical attractor[D−1=1.43(1)][5]and is independent of the initial state of the system.In order to accomplish our task,we introduce a new Hamming distance D(t)defined at each time t as the smallest among the N possible values of D j(t)(j=1,2,...N)defined asD j(t)= 1Infigure2we show our results for D(t)for chains up to N=1000sites.As larger chain sizes are considered the initial power-law regime extends for longer periods.The dashed line corresponds to the power law D(t)∝tαwith α=0.32in full agreement with the value previously reported in the literature[8].After a size dependent characteristic time,it reaches a maximum and starts to monotonically decrease.However,much longer runs than these presently reported would be needed to precisely estimate the scaling behavior of the Hamming distance decay.In order to investigate in detail the long-time dynamical regime,it is computationally more efficient to use a slightly different approach.We start with two uncorrelated equilibrium configurations and follow the time evolution of the distance between them when the same set of random numbers is used.In this way,the initial growth is absent and the relaxation regime can be observed using shorter ually the critical power-law relaxation dynamics takes place after some transient time.This typical behavior means that the Hamming distance at criticality satisfies the non-linear differential equationdD(t)dt=−(λ−µ)D q−µD.(4)In the above equation,µrepresents thefinite size correction and vanishes in the thermodynamic limit.The general solution of the above differential equation is in the formD(t)=D(0)/[1−(γ/µ)+(γ/µ)e(q−1)µt]1/(q−1).(5)whereγ=µ−(µ−λ)/D(1−q)0.It is worth to mention that similar equations have also been used to describeexperimental data on the re-association in folded proteins[24],quantitative linguistics[25]andfluxes of cosmic rays [26]within the framework of nonextensive thermostatistics[27,28].Indeed,the above form is expected to generally describe the sensitivity to initial conditions of systems at the vicinity of critical states.In Figure3we report our results for D(t)starting with two uncorrelated equilibrium configurations for several chain sizes.The average initial distance equals to D(0)=0.111which corresponds to1/3of the width of the interval [f c,1]where f c=0.667for the1d Bak-Sneppen model.The coefficientµdetermines characteristic exponential decay which sets up in the long-time regime as can be seen in the inset.The solid lines correspond to bestfits to the form of Eq.(5).We recall that thefitting parameters govern the typical behavior at distinct time regimes.In the table we summarize the parameters obtained.Notice thatµdecreases monotonically when chain size is increased, once the exponential relaxation is postponed for large chains.Alsoγdecreases with N so that the transient period diverges in the thermodynamic limit.However,µ≪γand therefore the pre-asymptotic decay can be observed just at intermediate times satisfying1/γ≪t≪1/µ.Infigure4we show the size dependence ofµandγ.Once1/µdetermines the time scale needed tofinite size effects become relevant,it shall present the same scaling behavior as the average timeτfor both replicas to become identical. We found1/µ∝N1.49(4),which is consistent with the above conjecture.On the other hand,1/γdefines the time scale when the crossover between the transient and the pre-asymptotic regime takes place.It is governed by a distinct exponent1/γ∝Nκ,withκ=1.11(3)and is directly related to the average time needed to update all active sites in the initial avalanche[5].For the system sizes simulated,the intermediate regime satisfying the condition1/γ≪t≪1/µis achieved only in a narrow time interval which grows slowly as the chain size is increased.This feature introduces a large uncertainty in the estimates of the non-linear exponent q,particularly the ones from small chain data.The bestfitting values for q were found to be much larger than one,specially the more confident estimate from chain size N=1000.This may indicate a very slow logarithmic pre-asymptotic decay of the Hamming distance.At this point it is worth to explore the similarities between the damage spreading analysis of the dynamical properties of extended critical systems and recent results concerning the sensitivity to initial conditions of low-dimensional dissipative maps poised at criticality[14–22].More precisely,the numerical analysis of such systems(i.e.,3logistic map[14],logistic-like maps[15],circular maps[18],asymmetric logistic maps[19],single-site map[21],Henon map[22])has shown that,at critical points such as the chaos threshold,tangent bifurcations etc,the standard type of the sensitivity to the initial conditions given by the sensitivity function∆x(t)ξ(t)≡lim∆x(0)→0Physics Department of Ege University where this work was done and thanks TUBITAK forfinancially supporting his visit via NATO-D Program.Partialfinancial support from the Brazilian research agencies CNPq,CAPES and FAPEAL is also acknowledged.V.FIGURE AND TABLE CAPTIONSFigure1-Thefinite size scaling of the average time for two initially uncorrelated random sequences to become identical when updated following the Bak-Sneppen dynamical rules using the same set of random numbers.The solid line corresponds to a power-lawfitτ∝Nφwithφ=1.46(4).The number of experiments used in calculations for different chain sizes is100.Figure2-The time evolution of the Hamming distance between an equilibrium configuration and its slightly modified replica.After the initial power-law growth D(t)∝tαwithα=0.32,it monotonically decreases as both configurations converge to the same sequence of random numbers.The number of experiments used in calculations varies from100up to500for different chain sizes.Figure3-The time evolution of the Hamming distance between two uncorrelated equilibrium configurations.After the initial transient where the Hamming distance is close to its initial value D(0)=0.111,D(t)exhibits a non-trivial decay followed by an exponential relaxation due tofinite size effects.The solid lines correspond to bestfits to the form of Eq.(5)that contains the above three regimes.Thefitting parameters are reported in the table.The number of experiments used in calculations varies from100up to500for different chain sizes.Figure4-Thefinite size dependence of thefitting parametersµandγ.The solid lines are bestfits to power-laws. We found that1/µ∝N1.49(4)and therefore it is,within the error bar,proportional to the average time needed to both configurations coincide.On the other hand1/γ∝Nκwithκ=1.11(3)has,within the error bar,the same scaling behavior of the average time needed to update all sites in the initial avalanche.Table Caption-The size dependence of the bestfitting parameters.Notice thatµdecreases as the chain size N increases,as expected.The large values of q indicate a possible slow logarithmic relaxation in the pre-asymptotic regime as discussed in the text.Tableγq0.0888.70.0398.70.01310.00.006214.1Figure 2t (in units of elementary time steps)1001000100001000001000000N D (t )110100N=1000N=500N=200N=100Figure 3t (in units of collective time steps)1101001000D (t )0.060.070.080.090.100.110.120.13N=1000N=500N=200N=1000500100015000.1N=1000。