Processes facies and architectureof fluvial distributary system deposits
深水沉积及海底扇相模式研究进展
深水沉积及海底扇相模式研究进展刘喜玲;刘君荣【摘要】随着全球油气勘探与开发技术的不断推进,海洋深永区逐渐成为油气勘探的新热点。
海底扇作为深水区油气主要储集体,其独特的深水沉积相模式一直是业内人士关注的焦点,而其沉积相模式的复杂性也是研究者久攻不克的难点。
从“深水沉积”研究历史及进展着手,分析不同时期“海底扇”理论的成因机理、沉积模式的异同点,总结了深水沉积研究的不断发展与逐步深入的历程,深水海底扇的成因机理、沉积模式仍是需要继续探索解决的海洋石油地质科学中的难点问题,对深水扇沉积内幕结构的认识已经从早期对现象的描述发展到探究其沉积的动力学机理。
同时,基于大量岩心、测井与地震资料,越来越多的接近实际的深水海底扇模型得以建立,为深水油气勘探中海底扇储层的有效预测奠定了基础。
【期刊名称】《长江大学学报:农学卷》【年(卷),期】2013(010)005【总页数】4页(P30-33)【关键词】深水沉积;海底扇;成因机理;沉积模式【作者】刘喜玲;刘君荣【作者单位】;;【正文语种】中文【中图分类】TE121.31 “深水”和“深水沉积”的概念“深水”和“深水沉积”的概念在海洋石油勘探中使用多年,但是长期以来对它们的定义和看法存在一定分歧。
目前看来,深水有地质和工程2个方面的定义。
地质意义的深水是陆棚边缘朝海的区域内储集砂岩沉积时的水深,不一定是现今油气勘探开发中的深水;工程意义的“深水”是钻井工程师用来表示深水钻探深度,无论埋藏的储层是否属于深水起源[1-2]。
目前,水深400~500m以下海域的勘探技术比较成熟,因而常称之为浅水区;公认的深水定义为500~2000m,超过2000m为超深水[1]。
“深水沉积”是指在重力搬运作用下沉积在深水环境下的沉积物,或称之为“海底扇”[3]。
2 “深水沉积”Forel于1885年第一次提出了密度流(浊流)的概念[4-5],从此揭开了深水沉积研究的序幕。
直到19世纪末,传统的观点都一直认为在宁静的深海中仅仅包含远洋泥沉积[4-5]。
层序地层学的名词英语解释
层序地层学的名词英语解释GlossaryAccommodation. Another term for relative sea-level. Can be thought of as the space in which sediments can fill, defined at its base by the top of the lithosphere and at its top by the ocean surface.Basinward Shift in Facies. When viewed in cross-section, a shifting of all facies towards the center of a basin. Note that this is a lateral shift in facies, such that in vertical succession, a basinward shift in facies is characterized by a shift to shallow facies (and not a vertical shift to more basinward or deeper-water facies).Bed. Layer of sedimentary rocks or sediments bounded above and below by bedding surfaces. Bedding surfaces are produced during periods of nondeposition or abrupt changes in depositional conditions, including erosion. Bedding surfaces are synchronous when traced laterally; therefore, beds are time-stratigraphic units. See Campbell, 1967 (Sedimentology 8:7-26) for more information.Bedset. Two or more superposed beds characterized by the same composition, texture, and sedimentary structures. Thus, a bedset forms the record of deposition in an environment characterized by a certain set of depositional processes. In this way, bedsets are what define sedimentary facies. Equivalent to McKee and Weir's coset, as applied to cross-stratification. See Campbell, 1967 (Sedimentology 8:7-26) for more information.Condensation. Slow net rates of sediment accumulation. Stratigraphic condensation can occur not only through a cessation in the supply of sediment at the site of accumulation, but also in cases where the supply of sediment to a site is balanced by the rate of re moval of sediment from that site. Where net sediment accumulation rates are slow, a variety of unusual sedimentologic features may form, including burrowed horizons, accumulations of shells, authigenic minerals (such as phosphate, pyrite, siderite, glauconite, etc.), early cementation and hardgrounds, and enrichment in normally rare sedimentary components, such as volcanic ash and micrometeorites.Conformity. Bedding surface separating younger from older strata, along which there is no evidence of subaerial or submarine erosion or nondeposition and along which there is no evidence of a significant hiatus. Unconformities (sequence boundaries) and flooding surfaces (parasequence boundary) will pass laterally into correlative conformities, most commonly in deeper marine sediments.Eustatic Sea Level. Global sea level, which changes in response to changes in the volume of ocean water and the volume of ocean basins.Flooding Surface. Shortened term for a marine flooding surface.Highstand Systems Tract. Systems tract overlying a maximum flooding surface, overlain by a sequence boundary, and characterized by an aggradational to progradational parasequence set.High-Frequency Cycle. A term applied to a cycle of fourth order or higher, that is, having a period of less than 1 million years. Parasequences and sequences can each be considered high-frequency cycles when their period is less than 1 million years. Isostatic Subsidence. Vertical movements of the lithosphere as a result of increased weight on the lithosphere from sediments, water, or ice. Isostatic subsidence is a fraction of the thickness of accumulated material. For example, 100 meters of sediment will drive about 33 meters of subsidence (or less, depending on the rigidity of the lithosphere).Lowstand Systems Tract. Systems tract overlying a type 1 sequence boundary, overlain by a transgressive surface, and characterized by a progradational to aggradational parasequence set.Marine Flooding Surface. Surface separating younger from older strata, across which there is evidence of an abrupt increase in water depth. Surface may also display evidence of minor submarine erosion. Forms in response to an increase in water depth.Maximum Flooding Surface. Marine flooding surface separating the underlying transgressive systems tract from the overlying highstand systems tract. This surface also marks the deepest water facies within a sequence. This flooding surface lies at the turnaround from retrogradational to progradational parasequence stacking, although this turnaround may be gradational and characterized by aggradational stacking. In this case, a single surface defining the point of maximum flooding may not be identifiable, and a maximum flooding zone is recognized instead. The maximum flooding surface commonly, but not always, displays evidence of condensation or slow deposition, such as burrowing, hardgrounds, mineralization, and fossil accumulations. Because other flooding surfaces can have evidence of condensation (in some cases, more than the maximum flooding surface), condensation alone should not be used to define the maximum flooding surface. Meter-Scale Cycle. A term applied to a cycle with a thickness of a couple of meters or less. Parasequences and sequences can each be considered meter-scale cycles when they are thinner than a couple of meters.Parasequence. Relatively conformable (that is, containing no major unconformities), genetically related succession of beds or bedsets bounded by marine-flooding surfaces or their correlative surfaces. Parasequences are typically shallowing-upward cycles.Parasequence Boundary. A marine flooding surface.Parasequence Set. Succession of genetically related parasequences that form a distinctive stacking pattern, and typically bounded by major marine flooding surfaces and their correlative surfaces. Parasequence set boundaries may coincide with sequence boundaries in some cases. See progradational, aggradational and retrogradational parasequence sets.Peritidal. All of those depositional environments associated with tidal flats, including those ranging from the highest spring tides to somewhat below the lowest tides.Relative Sea Level. The local sum of global sea level and tectonic subsidence. Locally, a rise in eustatic sea level and an increase in subsidence rates will have the same effect on accommodation. Likewise, a fall in eustatic sea level and tectonic uplift will have the same effect on accommodation. Because of the extreme difficulty in teasing apart the effects of tectonic subsidence and eustatic sea level in regional or local studies, sequence stratigraphy now generally emphasizes relative changes in sea level, as opposed to its earlier e mphasis on eustatic sea level.Sequence. Relatively conformable (that is, containing no major unconformities), genetically related succession of strata bounded by unconformities or their correlative conformities.Sequence Boundary. Form in response to relative falls in sea level.Sequence Stratigraphy. The study of genetically related facies within a frameworkof chronostratigraphically significant surfaces.Shelf Margin Systems Tract. Systems tract overlying a type 2 sequence boundary, overlain by a transgressive surface, and characterized by a progradational to aggradational parasequence set. Without regional seismic control, most shelf margin systems tracts may be unrecognizable as such and may be inadvertently lumped with the underlying highstand systems tract as part of one uninterrupted progradational parasequence set. If this occurs, the overlying transgressive surface may be erroneously inferred to also be a type 1 sequence boundary.Systems Tract. Linkage of contemporaneous depositional systems, which are three-dimensional assemblages of lithofacies. For example, a systems tract might consist of fluvial, deltaic, and hemipelagic depositional systems. Systems tracts are defined by their position within sequences and by the stacking pattern of successive parasequences. Each sequence consists of three systems tract in a particular order. For a type 1 sequence, these are the lowstand, transgressive, and highstand systems tracts. For a type 2 sequence, these are the shelf margin, transgressive, and highstand systems tracts.Tectonic Subsidence. Vertical movements of the lithosphere, in the absence of any effects from changes in the weight of overlying sediments or water. Also called driving subsidence. Tectonic subsidence is generated primarily by cooling, stretching, loading (by thrust sheets, for example), and lateral compression of the lithosphere.Transgressive Surface. Marine flooding surface separating the underlying lowstand systems tract from the overlying transgressive systems tract. Typically, this is the first major flooding surface following the lowstand systems tract. In depositionally updip areas, the transgressive surface is commonly merged with the sequence boundary, with all of the time represented by the missing lowstand systems tract contained within the unconformity. The transgressive surface, like all of the major flooding surfaces within the transgressive systems tract, may display evidence of stratigraphic condensation or slow net deposition, such as burrowed surfaces, hardgrounds, mineralization, and fossil accumulations.Transgressive Systems Tract. Systems tract overlying a transgressive surface, overlain by a maximum flooding surface, and characterized by a retrogradational parasequence set.Type 1 Sequence Boundary. Characterized by subaerial exposure and associated erosion from downcutting streams, a basinward shift in facies, a downward shift in coastal onlap, and onlap of overlying strata. Forms when the rate of sea-level fall exceeds the rate of subsidence at the depositional shoreline break (usually at base level or at sea level). Note that this means that if such changes can be observed in outcrop and the underlying strata are marine, then the boundary is a type 1 sequence boundary.Type 2 Sequence Boundary. Characterized by subaerial exposure and a downward shift in onlap landward of the depositional shoreline break (usually at base level or at sea level). Overlying strata onlap this surface. Type 2 sequence boundaries lack subaerial erosion associated with the downcutting of streams and lack a basinward shift in facies. Forms when the rate of sea-level fall is less than the rate of subsidence at the depositional shoreline break. Note that the lack of a basinward shift in facies and the lack of a relative fall in sea level at the depositional shoreline break means that there are essentially no criteria by which to recognize a type 2 sequence boundary in outcrop.Unconformity. Surface separating younger from older strata, along which there is evidence of subaerial erosional truncation or subaerial exposure or correlative submarine erosion in some areas, indicating a significant hiatus. Forms in response to a relative fall in sea level. Note that this is a much more restrictive definition of unconformity than is commonly used or used in earlier works on sequence stratigraphy (e.g., Mitchum, 1977).Walther's Law states that "...only those facies and facies areas can be superimposed, without a break, that can be observed beside each other at the present time" (Middleton translation from German). At a Waltherian contact, one facies passes gradationally into an overlying facies, and those two facies represent sedimentary environments that were originally adjacent to one another.Water Depth. The distance between the sediment surface and the ocean surface. Water depth is reflected in sedimentary facies. A very large number of studies that purport to describe sea-level changes (both eustatic and relative) are actually only describing changes in water depth. The effects of isostatic subsidence and compaction must be removed from water depth to calculate relative sea level. This is typically done through backstripping. To calculate eustatic sea level, the rate of tectonic subsidence must then be subtracted from the relative sea-level term.。
关于建筑的英语作文
Architecture is a fascinating field that combines art,science,and engineering to create functional and aesthetically pleasing structures.Here are some key points to consider when writing an essay about architecture:1.Historical Context:Start by discussing the historical development of architecture. Mention the different architectural styles that have emerged over time,such as Gothic, Renaissance,Baroque,Modernism,and Postmodernism.2.Cultural Influences:Explore how architecture is influenced by culture.Discuss how different societies and civilizations have unique architectural styles that reflect their values,beliefs,and ways of life.3.Materials and Techniques:Describe the various materials used in construction,such as stone,wood,concrete,and steel,and the techniques employed to create different architectural forms.4.Famous Architects:Mention some of the most influential architects in history,such as Frank Lloyd Wright,Le Corbusier,Zaha Hadid,and I.M.Pei,and discuss their contributions to the field.5.Sustainable Architecture:Address the importance of sustainable architecture in the modern world.Discuss how architects are incorporating ecofriendly materials and designs to reduce the environmental impact of buildings.6.Function and Form:Explain the balance between the functionality and aesthetic appeal of a building.Discuss how architects must consider the purpose of the structure and the needs of its users while also creating visually appealing designs.7.Innovation and Technology:Highlight the role of technology in modern architecture. Discuss how digital tools and software are used in the design process,and how advancements in construction technology are pushing the boundaries of what is possible in building design.8.Urban Planning and Architecture:Talk about the relationship between architecture and urban planning.Explain how architects work with urban planners to create cohesive and functional cityscapes.9.Case Studies:Include specific examples of buildings or architectural projects to illustrate your points.Analyze the design,purpose,and impact of these structures.10.Personal Reflection:Conclude your essay with a personal reflection on the importance of architecture in society.Discuss why you find the field interesting and what you hope to see in the future of architectural design.Remember to use clear and concise language,provide specific examples,and cite any sources you reference.An essay on architecture should not only inform but also inspire readers to appreciate the art and science of building design.。
建筑工艺英语
建筑工艺英语English:Building construction technology refers to the various methods, techniques, and processes involved in the construction of buildings. This includes the selection of suitable building materials, the use of appropriate construction equipment, the application of efficient construction methods, and the implementation of safety and quality standards. Building construction technology also encompasses the integration of sustainable and energy-efficient practices to reduce the environmental impact of building projects. In addition, it involves the coordination and management of construction activities, the interpretation of architectural and engineering drawings, and the utilization of innovative construction technologies such as Building Information Modeling (BIM) and prefabrication. Overall, building construction technology plays a crucial role in ensuring the successful and efficient completion of building projects while meeting the requirements of safety, quality, and sustainability.中文翻译:建筑施工技术是指参与建筑施工的各种方法、技术和程序。
建筑过程的英文
The Process of ConstructionThe construction process involves a series of well-coordinated activities and tasks that are integral to the successful completion of a building project. Each stage of the construction process plays a crucial role in transforming architectural designs into functional and safe structures. In this document, we will take a closer look at the key stages involved in the construction process.Stage 1: Planning and DesignThe planning and design stage marks the beginning of any construction project. During this stage, architects, engineers, and other stakeholders collaborate to develop a comprehensive plan for the proposed building. This stage involves site inspections, feasibility studies, and the creation of detailed blueprints and specifications. It is essential to ensure that all legal requirements and regulations are met during this stage to ensure a smooth construction process.Stage 2: Site PreparationOnce the planning and design stage is completed, the next step is site preparation. This involves clearing the site, leveling the ground, and installing temporary facilities such as access roads, fencing, and storage areas. Site preparation also includes surveying the land to identify any potential obstacles or hazards that may affect the construction process.Stage 3: Foundation and Infrastructure DevelopmentThe foundation stage is critical as it provides the base for the entire structure. Excavation is carried out to create trenches where the foundation will be laid. Reinforced concrete footings are then constructed to provide stability and support to the building. Once the foundation is in place, the infrastructure development begins, involving the installation of essential systems such as plumbing, electrical, and drainage systems.Stage 4: Structural ConstructionThe structural construction stage encompasses the erection of the building’s framework. This involves assembling the beams, columns, and walls according to the architectural plans. Structural materials such as steel, concrete, or timber are coordinated and installed to form the skeleton of the building. As the structure takes shape, the construction team ensures that all safety measures and building codes are adhered to.Stage 5: Installation of Utilities and ServicesDuring this stage, the focus shifts towards the installation of essential utilities and services to make the building functional. This includes electrical wiring, plumbing fixtures, heating, ventilation, and air conditioning (HVAC) systems, and fire protection systems. Professional subcontractors specializing in each field work together to ensure that the installation is precise and meets the required standards.Stage 6: Interior FinishesThe interior finishes stage involves adding aesthetic and functional elements to the building. This includes installing flooring, ceilings, walls, and doors. Interior finishes also involve the application of paint or wallpaper and the installation of fixtures such as lighting and fixtures. The goal is to create a visually appealing and comfortable environment within the building.Stage 7: External WorksDuring this stage, attention is given to the exterior of the building and its surrounding environment. External works may involve landscaping, construction of parking lots, sidewalks, and other outdoor amenities. This stage also includes the installation of external lighting, signage, and other features necessary to enhance the building’s exterior appearance and functionality.Stage 8: Testing and CommissioningBefore the building can be occupied, it undergoes thorough testing and commissioning to ensure that all systems are functioning as intended. This stage involves testing electrical and mechanical systems, inspecting fire safety features, and conducting overall performance evaluations. Any necessary adjustments or repairs are made at this stage to guarantee the building’s compliance with safety and quality standards.Stage 9: Handover and OccupancyThe final stage of the construction process involves the handover of the building to the owner or client. All necessary documentation, including warranties and maintenance manuals, is provided to the owner. After the handover, the building is ready for occupancy, and the client assumes responsibility for its maintenance and operation.In conclusion, the construction process is a complex and well-coordinated series of stages. Each stage is crucial for the successful completion of a building project, starting from planning and design to the final handover. Close attention to detail, adherence to safety standards, and effective project management are essential for ensuring the delivery of a high-quality and functional structure.。
英国场外建设一览-中文翻译
英国场外施工一览内容目录◆历史的回顾◆场外施工的驱动力◆今天的位置◆拉夫堡大学的研究◆钢结构建筑所-城市场外施工的效益◆位置◆高层建筑木构架施工◆附录1场外施工常用术语◆附录2个别公司案例研究•案例1 Van Elle -模块化预制后张法预应力基础•案例研究3阿姆斯壮集成系统-即插即用设备房间•案例4 corefast–预制电梯和楼梯的核心•案例5 yorkon–完整的建筑•案例6BUMA–完整的建筑•案例研究7 Wilson James -建筑物流◆附录3网站细节•细分结构–原位是桩•桥梁和道路•涵洞和隧道竖井•框架-混凝土和钢•玻璃安装•内部–浴室单元•服务◆英国建筑业的场外建设:概要本文论述了现代异地施工方法的历史与应用现状和生产技术。
本文概述了各类异地施工的具体情况研究以说明目前的做法,并通过其实施给建筑工地带来的健康和安全的主要好处。
这个简短的历史和概述其内容很大程度上由他人尤其是buildoffsite成员的努力:团队如拉夫堡大学、钢铁研究院的建设,经贸发展和建设研究建立组织。
如果没有他们的努力,在过去的10年中,将有很少了解英国建筑业的这一重要组成部分的结构和如何让它的利用率可以最大化。
◆历史的视角第一次世界大战结束后,英国建筑业受熟练劳动力和建筑材料严重短缺影响-因为都被转移到战争。
造成住房严重短缺。
这种短缺刺激寻找新的建设方法,以缓解这个问题。
1918至1939产生20以上钢框架结构住房与各类传统住房和预制混凝土、木材和偶尔的铸铁建筑方法被开发出来。
在此期间,450万所房子建成,但只有约5%使用新方法构建建设。
大多数房子仍然以传统方法建设因为建造的劳动和材料已经不那么稀缺。
在苏格兰,还需要建立新的家园。
一个传统的建筑方法不能满足需求,主要是由于短缺质量好的砖,砖瓦匠和缺乏石材和板岩成本上升。
与南方相比这迫使需要建设更多的房屋使用替代建设方法。
2次世界大战第二次世界大战结束后,产生了一种新的方法建造新住宅。
世界建筑英文课件
Ancient Roman architects inherited and developed the architectural techniques of ancient Greece, extensively using materials such as concrete and marble to build iconic buildings such as the Colosseum and the Pantheon. These buildings are known for their grand scale, complex structure, and magnificent decoration, showcasing the strength and prosperity of the ancient Roman Empire.
Detailed description
Ancient Greek architecture
Summary
Ancient Roman architecture is known for its magnificent architecture and engineering achievements, such as the Colosseum and the Pantheon.
Japanese architecture
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Indian architecture is known for its vibrant colors and integrated designs, often using domains, minarets, and arches
02
The Taj Mahal in Agra is one of the most common examples of Indian architecture, combining Islamic and Indian styles to create a unique document
建筑方案深化阶段英文翻译
建筑方案深化阶段英文翻译Architectural Scheme Development StageThe architectural scheme development stage is an important phase in the design process of a building project. It involves the further development and refinement of the preliminary design concept, in order to produce a more detailed and comprehensive architectural scheme.During this stage, the architect works closely with the client to understand and incorporate their requirements and preferences into the design. The initial design concept is analyzed, evaluated, and modified to ensure that it meets the functional, aesthetic, and budgetary goals of the client.One of the key tasks in this stage is the preparation of detailed drawings and specifications. These documents provide a clear and precise representation of the proposed design, including plans, elevations, sections, and details. They serve as a communication tool between the architect, client, and other professionals involved in the project, such as engineers and contractors.In addition to the drawings, the architect also prepares written specifications that describe the materials, finishes, and construction techniques to be used in the building. These specifications help ensure that the project meets the required quality standards and regulatory requirements.During this stage, the architect also considers issues such as sustainability, energy efficiency, and accessibility. Sustainabledesign principles are integrated into the architectural scheme, with a focus on minimizing the environmental impact of the building and creating a healthy and comfortable indoor environment.The architect may also collaborate with other consultants, such as structural engineers and mechanical engineers, to ensure that the architectural scheme is coordinated with the structural and mechanical systems of the building. This coordination is essential to achieve a functional and efficient design.Once the architectural scheme has been developed and finalized, it is typically presented to the client for review and approval. Any necessary revisions or modifications are made based on the client's feedback, before proceeding to the next stage of the design process. In conclusion, the architectural scheme development stage is a critical phase in the design process. It involves the further development and refinement of the preliminary design concept, in order to produce detailed drawings and specifications for the proposed building. This stage requires close collaboration between the architect, client, and other professionals involved in the project, and ensures that the design meets the functional, aesthetic, and budgetary requirements of the client.。
高级 Citrix NetScaler 环境配置和管理说明书
OverviewDesigned for students with previous NetScaler experience, this course is best suited for individuals who will be deploying or managing advanced NetScaler environments.Learn the skills required to configure and manage advanced NetScaler features through hands-on lab exercises. Students will learn how to implement advanced NetScaler components including Application Firewall, Advanced Traffic Management features including Http Callouts, and Troubleshooting. At the end of the course students will be able to configure their NetScaler environments to address advanced traffic delivery and management requirements including application security, optimization, and NetScaler operation management.Recommended pre-requisite courses:∙CNS-205 Citrix NetScaler 11.0 Essentials and NetworkingNote: This course is based on the Citrix NetScaler 11 product, but the skills and fundamental concepts learned are common to earlier product versions.Key Skills∙Upon successful completion of this course, students will be able to:∙Identify common web attacks and vulnerabilities ∙Write PERL compatible regular expressions ∙Configure Citrix Application Firewall to protect web applications ∙Troubleshoot Citrix Application Firewall ∙Install and configure NetScaler Insight Center to monitor performance ∙Install, configure, and use Citrix Command Center to manage NetScaler devices ∙Configure and use additional advanced features of NetScaler including NetScaler Web Logging,HTTP callout, and AAA authentication for web applicationsAudienceStudents interested in learning how to implement and manage the advanced NetScaler features using leading practices. Specifically:∙Administrators ∙Implementers / Engineers ∙Architects(CNS-301) Citrix NetScaler 11 Advance ImplementationInstructional MethodThis course is offered in instructor-led training (ILT)/virtual instructor-led training (vILT) formats with application of concepts through hands-on exercises in a live lab environment.Course Length5 daysCourse MaterialsAs part of this course, students will receive the following materials:∙Access to a lab environment for the duration of the course∙Lab exercise guide∙Access to final course deliverables once the course is available in general availability including copies of all official materials presented by the instructor with additional notes and references as well as videos with experts throughout Citrix around course topics and lab exercises.Preparatory RecommendationsCitrix recommends students prepare for this course by taking the following course: ∙CNS-205 Citrix NetScaler Essentials and NetworkingIt is also recommended to gain a basic understanding of the following concepts and technologies: ∙Experience configuring NetScaler systems, including an understanding of services, virtual servers, and policies∙Experience with network devices, such as routers and switches, various networking protocols, and aspects of application and site architectures (such as DMZs and VLANs)∙Knowledge of network security threats and site protection concepts such as firewalls, worms, and DDoS attacks∙Understanding of concepts related to monitoring and management including basics of SNMPCertification PreparationIn addition to field experience, this course helps prepares candidates for the 1Y0-351: Citrix NetScaler 10.5 Essentials for Networking exam. By passing the 1Y0-351: Citrix NetScaler 10.5 Essentials for Networking exam, candidates will gain the Citrix Certified Professional – Networking (CCP-N) certification.Topic Outline∙Getting Startedo Introduction to the NetScaler System∙Advanced Troubleshootingo Troubleshooting Resourceso NetScaler System Overviewo nCore Configuration Architectureo Built-In Toolso Real-Time Performance Statisticso Historical Statisticso Third-Party Tools∙Introducing Application Firewallo Application Attackso The Benefits of Application Firewallo Payment Card Industry Data Security Standardo Packet Processing Inspectiono Profiles and Policies∙Profiles and Policieso Profileso Policieso Engine Settings∙Regular Expressionso Forms of Regular Expressionso Using Regular Expressionso Metacharacters and Literal Characterso Metacharacterso Escapeso Quantifierso Back referencingo Look headso Regular Expression Scope∙Attacks and Protectionso Security Checkso HTTPS Web Applicationso Buffer Overflow Exploits and Protectiono Parameter Manipulationo Server Misconfigurationo Deny URL Protectiono SQL Injectiono HTML SQL Injection Protectiono Command Injectiono Field Format Protectiono Cookie Tampering and Poisoningo Cookie Consistency Protectiono Form/Hidden Field Manipulationo Form Field Consistency Protectiono Forceful Browsingo Start URLso Backdoors and Misconfigurationso URL Closureo Identity Theft Attackso Credit Card Protectiono Protecting Credit Cardso Errors Triggering Sensitive Information Leakso Safe Object Protection∙Application Firewall Troubleshootingo Application Firewall ando Configuration Issues∙Queuing and Connection Tuningo HTTP Connectionso HTTP Connection Management and NetScalero HTTP Behavioro TCP Bufferingo Surge Queueo Surge Protectiono Priority Queuingo HTTP Denial-of-Service Protection∙Authentication, Authorization, and Auditingo Users, Groups and Command Policieso External Authentication for System Userso AAA for Traffic Managemento Configurationo Audit Logging∙AppExpert Rate Limiting, HTTP Service Callout, and Policy-based Logging o HTTP Calloutso Configuring HTTP Calloutso HTTP Callout Use Caseso Configuring Rate Controlo Rate Control Policy Scenarioso Policy-based Logging∙Command Centero Command Center Introductiono Command Center Clientso Server Requirementso Port Setting Requirementso Command Center Installationo Command Center Functionalityo Command Center Administration∙Insight Centero Insight Center Overviewo AppFlow on the NetScaler Systemo How Insight Center Collects AppFlow Datao HDX Insighto HTML Injection∙NetScaler Web Loggingo NetScaler Web Logging Introductiono NetScaler System Configurationo NSWL Client Installationo NSWL Client Configurationo Troubleshooting Web Logging。
建筑设计院总工的职业定位
建筑设计院总工的职业定位英文回答:The professional positioning of the chief engineer in an architectural design institute is a crucial role that requires a combination of technical expertise, leadership skills, and strategic thinking. The chief engineer is responsible for overseeing the technical aspects of the design projects, ensuring the quality and safety of the architectural plans, and providing guidance and mentorship to the design team.First and foremost, the chief engineer is expected to have a deep understanding of architectural design principles, construction techniques, and building codes and regulations. They should have a strong background in structural engineering and be able to analyze and evaluate the structural integrity of the proposed designs. This involves conducting feasibility studies, performing calculations, and collaborating with other engineeringdisciplines to ensure that the design meets the required standards.In addition to technical expertise, the chief engineer also plays a leadership role within the design institute. They are responsible for managing and coordinating the design team, assigning tasks, and ensuring that theprojects are completed on time and within budget. They need to have excellent communication and interpersonal skills to effectively collaborate with architects, clients, and other stakeholders. The chief engineer should also have theability to make critical decisions and solve problems that may arise during the design process.Furthermore, the chief engineer needs to have a strategic mindset and be able to think long-term. They should be aware of the latest trends and advancements in architectural design and construction technology, and be able to incorporate them into their projects. They should also be able to identify potential risks and challenges and develop strategies to mitigate them. This involves staying updated on industry regulations and standards, as well askeeping abreast of emerging sustainability and green building practices.Overall, the chief engineer in an architectural design institute is a key position that requires a combination of technical expertise, leadership skills, and strategic thinking. They are responsible for ensuring the quality and safety of the design projects, managing the design team, and staying updated on industry trends and advancements.中文回答:建筑设计院总工是建筑设计院中的重要角色,需要具备技术专业知识、领导能力和战略思维的综合能力。
地理专业英语考研复试词汇
physical geography自然地理hydroaraphy水文学vegetation 植被relief 地形,地貌climate 气候Earth 地球,大地economic geography 经济地理geology 地理学geology 地理peninsula 半岛island 岛plain 平原valley 谷地world 世界globe 地球仪earth, globe 地壳continent 大陆terra firma 陆地coast 海岸archipelago 群岛plain 平原valley 谷地meadow (小)草原prairie(大)草原lake 湖泊pond 池塘marsh, bog, swamp 沼泽small lake 小湖lagoon 泻湖absolute agedetermination 绝对年代测ablation 水蚀ablation moraine 消融冰碛abrasion 海蚀abrasion platform 浪蚀台地abrasion shore 浪蚀海岸abrasion surface 浪蚀面abrasion terrace 海蚀阶地acid value 酸值acidic lava 酸性熔岩acidification 酸化acidite 酸性岩acidigneous rock 酸性火成岩acid rain 酸雨acid rocks 酸性岩acid soil 酸性土accumulation of humus腐殖质蓄积accumulation of organicmatter 有机质堆积accumulative coast 堆积海岸accumulative relief 堆积地形accumulatedtemperature 积温accompaniment element伴生元素acaustobiolite非可燃性生物岩accelerated erosion 加速侵蚀accelerated weathering加速风化abyss 深渊abyssal 深海的abyssal facies 深海相abyssal sediment 深海沉积物abyssal zone 深海带abundance of isotopes 同位素的丰度abundance of the elements 元素丰度abundance ratio of isotopes 同位素的相对丰度abundant rainfall 过量降雨absolute temperature 绝对温度absolute zero 绝对零度daily amount 日总量daily mean 日平均值daily range 日较差daily variation 日变化dal soil 泥炭土damp air 湿空气dampness 湿度dark brow forest soil 暗棕壤dark brown soil 暗棕钙土dark colored soil 暗色土dark coniferous forest阴针叶林dark forest soil 暗色森林土dark humus soil 暗色腐殖质土debris 岩屑debris cone 倒石锥debris creep 岩屑蠕动debris flow 泥石流decay product 衰变产物decayed rock 风化岩石deciduous forest 落叶林deciduous forestclimate 落叶林气decision region 判别区域decomposition 分解decrease 减少deep drilling 深钻deep earthquake zone 深震带deep erosion 强侵蚀deep fault 深断裂deep focus eathquake 深源地震deep fold 基底褶皱deep fracture 深断裂deep gley soil 深位潜育土壤deep karst 深喀斯特deep karst channel 天然井deep sea deep subsoilwater 深层土壤水deep weathering 深部风化deep well 深井deflation 风蚀deflation basin 风蚀盆地deflation furrows 风蚀沟deflation valley 风蚀谷deflection 偏转deflection angle 偏角deforestation 滥伐deformation of river bed 河床变动degenerated soil 退化土壤degeneration 退化deglaciation 冰川减退酌degleyfication 脱潜育化paddy 水稻paddy soil 水稻土pahoehoe lava 绳状熔岩paleobotany 古植物学paleoceanography 古海洋paleocene 古新世paleoclimate 古气候paleoclimatology 古气候学paleocoastline 古海岸线paleoecology 古生态学paleoenvironment 古环境paleogene 早第三纪paleogeography 古地理学paleokarst 古喀斯特paleomagnetic method 古地磁法paleomagnetism 古地磁学paleontological facies古生物相paleontology 古生物学paleopalynology 古孢粉学paleopedology 古土壤学paleophytic era 古植物代paleophytology 古植物学paleosalinity 古盐度paleoshore line 古海岸线paleoshore linevariation 古海岸线变化paleozoology 古动物学paleudalf 残存湿淋溶土palimpsest relief 变余地形palsa 穹形泥炭丘paludal forest 沼泽林paludification 泥炭形成过程pan horizon 硬盘层pancake ice 饼状冰panclimax 泛演替顶极pangaea 泛大陆parabolic dunes 新月形沙丘parabraunerde 次生棕壤paraclase 断层裂缝paragonite 钠云母parallel flow 平行流parallel fold 平行褶皱parallel unconformity假整合parallelism 平行性parasitic crater 寄生火口parasitic volcano 寄生火山parent element 母元素parent material 母质parent rock 母岩park forest 森林公园pass 隘口passage 通道sand 沙sand dune 沙丘sand grains 砂粒sand hill 砂丘sand ridges 沙脊sand storm 沙暴sandbergerite 锌铜矿sandstone 砂岩sandstone soil 砂岩土sandy clay 砂质粘土sandy clay loam 砂质粘壤土sandy desert soils 砂质漠境土sandy loam 砂壤sandy muck 砂质腐泥土sandy soil 砂土satellite 卫星saturation point 饱和点sausage structure 香肠构造schematic profile 示意剖面schist 结晶片岩schist forming process片理schistose structure 层状结构schistosity 片理location--locate 地点North Pole 北极South Pole 南极Antarctic 南极的Arctic 北极的global 全球的the Pacific Ocean 太平洋the Atlantic Ocean 大西洋the Arctic Ocean 北冰洋Oceanica 大洋洲continent 大陆height 高度hemisphere 半球equator 赤道horizon 地平线tropical 热带的subtropical 亚热带的altitude 海拔latitude 纬度longitude 经度day length 白昼长度environmentalconservation 环境保护ecological balance 生态平衡global warming 全球变暖existence—exist 存在 extinction—extinct 灭绝environmental issues 环境问题global warming 全球变暖greenhouse effect 温室效应soil erosion--erode 水土流失、侵蚀acid rain 酸雨climate change 气候变化 deforestation 滥砍滥伐air contamination 空气污染air pollution 空气污染 confluent 汇合的avalanche 雪崩continental drift 大陆漂移学说sediment 沉淀物, 沉积物frigid寒带的frost heaving冻胀现象absolute age 绝对年龄absolute agedetermination 绝对年代测定absolute altitude 绝对高度absolute amplitude 绝对振幅absolute chronology 绝对年代absolute convergence 绝对收敛absolute dating 绝对年代测定absolute error 绝对误差absolute extremes 绝对极值absolute geochronology绝对地质年代学innate 先天的, 天生的scenic 风景优美的spectacle 奇观, 景象jungle 丛林shrub 灌木丛plateau 高地, 高原scenery 景色landscape 风景, 山水画;地形;前景iceberg 冰山;冷冰冰的人glacier 冰河deglaciation 冰川的消失peak 山顶range 山脉watercourse 水道, 河道cosmography 宇宙志geology 地质学, 地质概况meadow 草地, 牧场oasis (沙漠中的)绿洲savanna 热带大草原tundra 苔原, 冻土地带compass 罗盘meridian 子午线;正午parallel 纬线longitude 经度, 经线latitude 纬度equator 赤道zenith 顶点, 顶峰, 天顶gulf 海湾cliff 悬崖, 绝壁sandbank沙洲, 沙丘tempest 暴风雨seaquake海震, 海啸estuary 入海口torrent 急流, 洪流tributary 支流;支流的 canal 运河massif群山, 高地crevice 裂缝plateau 高原coastland 沿海岸地区hemisphere 半球moist湿润的, 多雨的ebb 退潮;衰落;潮退, 衰退terrestrial 陆地endemic 地方性的subterranean 地下的cavern 大山洞, 大洞穴Antarctic 南极的, 南极地带的Antarctica 南极洲contour 轮廓, 外形;海岸线lowland 低地, 苏格兰低地;低地的avigation 航海salinity 盐分, 盐度elevation 高地;正面图;海拔ormation 形成, 构成geothermic 地热的tropic (天球的)回归线;热带temperate 温和的eruption 爆发outburst(火山, 感情等)爆发, 喷出squirt 喷出magma (有机物或矿物的)稀糊, 岩浆fault 产生断层;断裂crust 地壳layer 层;阶层lithosphere 岩石圈atmosphere n.大气圈, 大气atmospheric pressuren.气压atmospheric motionn.大气运动basin n.盆地Biosphere n.生物圈coastline n.海岸线cold current n.寒流cold front n.冷锋cold wave n.寒潮combustion n.燃烧crystal shape n.晶体cold current n.寒流cold front n.冷锋cold wave n.寒潮current n.水流;气流cut-off n.截断cyclone n.气旋cyclonic adj.气旋的continental drift n.大陆飘移continental shelf n.大陆架convergence n.辐合delta n.三角洲delta plain n.三角洲平原depression n.低气压depression belt n.低压带earth revolution n.地球公转earth rotation n.地球自转evaporation n.蒸发fohn winds n.焚风front n.锋frontal surface n.锋面frontal rain n.锋面雨frost n.霜冻frozen soil n.冻土geological processesn.地质作用geological disastern.地质灾害geological time n.地质时期global warming n.全球变暖greenhouse effect n.温室效应Ice sheet n.(地)大冰原;冰盾;冰盖land n.土地land and ocean changesn.海陆变迁land degradation anddesertification n.土地退化和沙漠化lithosphere n.(地)岩石圈, 地壳metamorphic rock n.变质岩metamorphism n.变质作用mud-rock flow n.泥石流ocean current n.洋流ocean ridges n.洋脊photosynthesis n.光合作用phreatic water n.潜水;地下水physical factors n.自然因素ozone n.臭氧ozonosphere n.臭氧层plate n.板块plate tectonic theoryn.板块构造学说plate tectonics n.板块构造pressure-gradient force n.压力梯度力prevailing wind n.盛行风rainforest n.热带雨林pressure gradient n.气压梯度pressure low n.低(气)压pressure high n.高(气)压sea-level n.海平面sediment rock n.沉积岩sedimentary deposit n.沉积物sedimentation n.沉积作用rotation n.旋转;旋转一周rotation cycle n.自周期soil erosion n.水土流失soil profile n.土壤剖面solar radiation n.太阳辐射solar system n.太阳系solid shape n.固态subtropical high n.副热带高压sub-tropical highs n.亚热带高气压stratosphere n.平流层;同温层temperate zone n.温带tropic n.回归线Tropic of Cancer n.北回归线Tropic of Capricornn.南回归线tropic zone n.热带Tibet Plateau n.青藏高原troposphere n.对流层underlying surfacen.下垫面warm current n.暖流warm front n.暖锋water circulationn.水循环water source n.水资源water vapor n.水蒸汽weathering n.风化作用。
盖房子的过程常用英语作文
Building a house is a complex process that involves various stages,each with its own set of tasks and responsibilities.Here is a detailed description of the process in English,as one might find in an essay on the subject.nd Acquisition:The first step in building a house is acquiring the land.This involves identifying a suitable plot,negotiating the price,and completing the legal formalities to secure ownership.2.Planning and Design:Once the land is secured,the next step is to plan the house.This includes deciding on the layout,the number of rooms,and the overall design.Architects and designers play a crucial role in this stage,creating blueprints and ensuring that the design meets the clients needs and local building regulations.3.Securing Permits and Approvals:Before construction can begin,various permits and approvals must be obtained from local authorities.This includes building permits,which ensure that the construction will be carried out safely and in accordance with local building codes.4.Site Preparation:The land must be prepared for construction.This involves clearing the site of any obstacles,such as trees or existing structures,and leveling the ground.Soil tests may also be conducted to determine the suitability of the ground for building.5.Foundation and Footings:The foundation is the base upon which the house will rest.It is crucial for the stability of the structure.Footings are dug into the ground to support the weight of the house,and the foundation is then built on top of these footings.6.Framing:Once the foundation is in place,the framing of the house begins.This involves constructing the skeletal structure of the house,including the walls,floors,and roof. Framing is typically done with wood or steel.7.Utilities Installation:While the framing is being completed,the installation of utilities such as plumbing, electrical wiring,and HVAC systems can begin.This is a critical stage as it involves laying the groundwork for the houses essential functions.8.Exterior and Interior Finishing:After the framing is complete,the exterior and interior of the house are finished.This includes installing windows and doors,applying insulation,and finishing the walls with drywall or other materials.The exterior may also be covered with siding or brick.9.Roofing:The roof is a crucial part of the house,providing protection from the elements.Roofing materials are chosen based on durability,weather resistance,and aesthetic appeal.The roof is then installed,ensuring it is watertight and secure.10.Finishing Touches:The final stage of construction involves adding the finishing touches to the house.This includes painting,installing flooring,and adding fixtures such as light fittings and ndscaping and outdoor features are also completed at this stage.11.Inspection and Handover:Before the house can be occupied,it must pass a final inspection to ensure that it meets all safety and building code requirements.Once the house passes inspection,the keys are handed over to the homeowner,marking the completion of the construction process. Building a house is a significant undertaking that requires careful planning,skilled labor, and adherence to safety and building standards.It is a journey from an empty plot of land to a home filled with memories.。
室内设计英语作文
Interior design is a multifaceted discipline that combines creativity,aesthetics,and functionality to enhance the spaces where people live,work,and play.It involves a deep understanding of human behavior,cultural nuances,and the principles of design to create environments that are both beautiful and practical.The Importance of Interior DesignInterior design plays a crucial role in shaping our daily experiences.It affects our mood, productivity,and overall wellbeing.A welldesigned space can make us feel comfortable, inspired,and at ease,while a poorly designed one can lead to discomfort and dissatisfaction.Elements of Interior DesignThe process of interior design involves several key elements,including:1.Space Planning:This is the first step in the design process,where the layout of the space is determined.It involves considering the flow of movement,the placement of furniture,and the overall organization of the space.2.Color:The choice of color can significantly impact the mood of a room.Designers must consider the psychological effects of colors,as well as their compatibility with the clients preferences and the surrounding environment.3.Lighting:Proper lighting is essential for creating a functional and inviting space. Designers must consider both natural and artificial light sources,as well as the type of lighting needed for different activities within the space.4.Texture:The use of different textures can add depth and interest to a room.It can also contribute to the overall tactile experience of the space.5.Furniture:The selection of furniture is based on both aesthetic and functional considerations.Designers must ensure that the furniture not only complements the design but also meets the needs of the users.6.Accessories:Accessories such as artwork,rugs,and decorative items can personalize a space and add a finishing touch to the overall design.Principles of DesignInterior designers adhere to certain principles to ensure that their designs are harmonious and balanced.These principles include:Balance:Achieving a sense of equilibrium in the space,which can be symmetrical or asymmetrical.Proportion:Ensuring that elements within the space are in the correct size relationship to one another.Contrast:Using differences in color,texture,or shape to create visual interest. Rhythm:Repeating elements to create a sense of movement and harmony.Unity:Creating a cohesive design where all elements work together to convey a single, unified concept.The Role of Technology in Interior DesignWith the advancement of technology,interior design has become more dynamic and interactive.Digital tools such as3D modeling software,virtual reality,and augmented reality allow designers to visualize and present their designs in a more immersive way. Smart home technology also plays a significant role in modern interior design,offering solutions for energy efficiency,security,and convenience.Sustainability in Interior DesignThere is a growing emphasis on sustainable design practices that minimize environmental impact.Designers are encouraged to use ecofriendly materials,reduce waste,and consider the life cycle of the products used in their designs.ConclusionInterior design is an art form that requires a keen eye for detail,a deep understanding of human needs,and a passion for creating spaces that inspire and nurture.As the field continues to evolve,designers must stay abreast of new trends,technologies,and sustainable practices to remain at the forefront of this exciting profession.。
沉积学
第一部分: 分析原理Part One Analysis Principle第一节:沉积作用§1.1 物理作用(Physical Process)物理作用主要讨论搬运介质与固体颗粒间的关系。
一、搬运介质(Transporting Media)按照搬运方式不同,把搬运介质分为重力流和牵引流两种类型。
1、牵引流(Fluid flow)搬运介质运动带动固体颗粒运动,水和空气是牵引流的主要介质。
运动方式:层流(Laminar flow): 流体分子呈直线运动。
紊流(Turbulent flow): 流体分子运动轨迹不规则2、重力流(Gravity Flow)通常称为高密度流(dense flow), 在重力作用下,沉积物不稳定而移动⇒带动水介质运动⇒水介质与沉积物充分混合,进而形成富含沉积物的流体二、沉积物颗粒(Sediment grains)当流体流动所产生的上举力与牵引力超过沉积物颗粒的重力和吸附力时,颗粒开始移动。
在细粒沉积物中,颗粒主要受吸附力的作用;在粗粒沉积物中,颗粒主要受重力的作用。
细粒沉积物中颗粒的启动速度比粗粒沉积物中颗粒的启动速度大;但细粒颗粒的沉降速度比粗颗粒的沉降速度小。
§1.2 生物作用(Biological Processes)1. 潜穴与钻孔(Burrowing and Boring )潜穴(Borrowing):生物因生存或寻找食物而在松散沉积物内(未固结的沙和泥内)所形成的孔洞。
钻孔(Boring):生物因生存或寻找食物而在坚硬岩石内(即固结的沙和泥内)所形成的孔洞。
2. 生物扰动(Bioturbation)生物活动过程中,对原有的沉积物和沉积构造进行改造,致使沉积纹层发生断裂和位移。
3. 团粒化(Pelletization)生物将消化后的沉积物呈团粒状产出。
团粒大小为1mm ~1cm。
由于团粒容易遭破坏,因此团粒在碳酸盐岩中较发育(由于其快速胶结作用),而在碎屑岩中不发育。
阿尔多·凡·艾克的构型原则
阿尔多·凡·艾克1的构型原则
Aldo van Eyck and Configurative Discipline
朱振骅 刘子吟 ZHU Zhenhua, LIU Ziyin
摘 要:本文通过荷兰建筑师阿尔多·凡·艾克所 提出的建筑构型原则,分析了结构主义建筑理论 产生的背景、基本主张以及实践方法。 关键词:阿尔多·凡·艾克,构型原则,结构主义, 中介,数字美学
1建造规格的标准化2复制相似不相似的基本居住单元3复制相似不相似的基本单元组4复制更大的居住单元组或发生转换和突变他所说的复制过程必须是以城市的个性特征的存在为基础这些个性特征可以是人工的或者自然的当代的或者历史的但是它们必须在视觉上具有可识别性从而使城市具有更丰富的意象有助于它的意象能够得到构型
2012年第2期 / 室内设计 /
奥特洛圈的图解反映的是典型的结构主义建 筑观。建筑领域的结构主义以建筑整体为研究对 象,关注建筑各部分之间的逻辑关系,以结构逻辑 (此处指人的身体结构和社会活动结构而非建造 结构)为建筑的存在方式,充分尊重地方性,鼓励
作者单位:朱振骅,天津大 学 2 010 级 建 筑学专业硕士 研究生;刘子吟,天津市建 筑设计院,建筑师
在胡贝图斯单亲宿舍(Hubertus House)中, 凡•艾克灵活运用不同的手法来协调连接-分离, 室内-室外,私密-开放等要素。比如入口标高介于 一二层之间,既增加了一条向下的通路进入下沉庭 院,给室内和室外增加了缓冲地带,又因建筑紧邻 街道,提高标高从而维护了首层门厅的私密特性; 还有用通透的玻璃墙露出公共楼梯间以表达亲密 性;室外留出的凉廊成为街道空间和公寓内部联 系的纽带等等。这个小巧而精致的建筑中所包含 的空间层次竟然有五层之多,私密性从大到小(与 街道的关系从疏离到亲密)分别是儿童房、父母
增材结构全流程技术体系 英语
增材结构全流程技术体系英语Additive Manufacturing Process Chain Technology SystemThe rapid advancements in additive manufacturing (AM) technology have revolutionized the way products are designed and manufactured. Additive manufacturing, also known as 3D printing, is a process that creates three-dimensional objects by building them up layer by layer. This innovative approach has opened up new possibilities in various industries, from aerospace and automotive to healthcare and consumer goods. The additive manufacturing process chain technology system encompasses the entire workflow, from design to final product, and plays a crucial role in realizing the full potential of this transformative technology.At the heart of the additive manufacturing process chain technology system lies the design phase. This is where the creativity and innovation of engineers and designers come into play. Using computer-aided design (CAD) software, they can create intricate and complex geometries that would be challenging or even impossible to produce using traditional manufacturing methods. The ability to design parts with unique shapes, internal structures, and customized features is a key advantage of additive manufacturing.Once the design is finalized, the next step in the process chain is the digital file preparation. This involves converting the CAD model into a format that can be read by the 3D printer, such as the standard STL (stereolithography) file format. During this stage, the design may undergo further optimization, including the addition of support structures, slicing the model into printable layers, and adjusting the printing parameters to ensure the best possible outcome.The selection of the appropriate additive manufacturing technology is a critical decision in the process chain. Different AM technologies, such as fused deposition modeling (FDM), selective laser sintering (SLS), stereolithography (SLA), and direct metal laser sintering (DMLS), offer unique capabilities and are suited for different materials and applications. The choice of technology depends on factors such as the desired material properties, surface finish, dimensional accuracy, and production volume.Once the technology has been selected, the actual printing process can begin. This phase involves the precise control and coordination of various components, including the print head, print bed, and material delivery system. The printer meticulously builds the part layer by layer, following the digital instructions provided by the sliced CAD model. The printing process requires close monitoring and adjustments to ensure consistent quality and dimensionalaccuracy.After the printing is complete, the part often requires post-processing steps to achieve the desired finish and functionality. This may include removing support structures, surface finishing techniques like polishing or painting, and in the case of metal parts, heat treatment or machining operations. These post-processing steps are crucial in transforming the raw 3D-printed part into a functional and aesthetically pleasing final product.The additive manufacturing process chain technology system also encompasses quality control and validation procedures. Throughout the entire workflow, various inspection and testing methods are employed to ensure the parts meet the required specifications and performance standards. This may include dimensional measurements, material testing, and functional evaluations to validate the integrity and reliability of the final product.The successful implementation of the additive manufacturing process chain technology system requires a deep understanding of the underlying principles, materials, and equipment involved. It also necessitates the integration of various disciplines, including design, materials science, computer science, and manufacturing engineering. Continuous research and development in these areas are driving the advancement of additive manufacturing, enabling new applicationsand pushing the boundaries of what is possible.As the additive manufacturing industry continues to evolve, the process chain technology system will play an increasingly important role in unlocking the full potential of this transformative technology. By streamlining the workflow, optimizing the production process, and ensuring consistent quality, the additive manufacturing process chain technology system is poised to revolutionize the way we design, manufacture, and deliver products to the world.。
CCF推荐国际学术会议
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Conference on Visualization ACM7SGP Eurographics Symposium on Geometry ProcessingWiley/ Blackwell8EGSR Eurographics Symposium on RenderingWiley/ Blackwell9ICME IEEE International Conference onMultimedia &ExpoIEEE10PG Pacific Graphics: The Pacific Conference on ComputerGraphics and ApplicationsWiley/Blackwell11SPM Symposium on Solid and Physical Modeling SMA/Elsevier三、C类序号会议简称会议全称出版社⽹址1CASA Computer Animation and Social Agents Wiley2CGI Computer Graphics International Springer3ISMAR International Symposium on Mixed and AugmentedRealityIEEE/ACM4PacificVis IEEE Pacific Visualization Symposium IEEE5ICASSP IEEE International Conference on Acoustics, Speechand SPIEEE6ICIP International Conference on Image Processing IEEE7MMM International Conference on Multimedia Modeling Springer8GMP Geometric Modeling and Processing Elsevier9PCM Pacific-Rim Conference on Multimedia Springer10SMI Shape Modeling International IEEE中国计算机学会推荐国际学术会议(⼈⼯智能与模式识别)⼀、A类序号会议简称会议全称出版社⽹址1AAAI AAAI Conference on Artificial Intelligence AAAI2CVPR IEEE Conference on Computer Vision andPattern RecognitionIEEE3ICCV International Conference on ComputerVisionIEEE4ICML International Conference on MachineLearningACM5IJCAI International Joint Conference on Artificial Morgan Kaufmann5IJCAI⼆、B类序号会议简称会议全称出版社⽹址1COLT Annual Conference on ComputationalLearning TheorySpringer2NIPS Annual Conference on Neural InformationProcessing SystemsMIT Press3ACL Annual Meeting of the Association for Computational LinguisticsACL4EMNLP Conference on Empirical Methods in Natural Language ProcessingACL5ECAI European Conference on ArtificialIntelligence IOS Press6ECCV European Conference on Computer Vision Springer7ICRA IEEE International Conference on Roboticsand AutomationIEEE8ICAPS International Conference on AutomatedPlanning and SchedulingAAAI9ICCBR International Conference on Case-BasedReasoningSpringer10COLING International Conference on Computational LinguisticsACM11KR International Conference on Principles 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建筑过程英文
The Construction Process in EnglishThe construction industry is a complex and dynamic sector that involves the planning, design, and execution of various projects. The construction process encompasses multiple stages, each essential for the successful completion of a building, infrastructure, or any other construction project. In this document, we will explore the different phases of the construction process and the key factors involved in each stage.1. Pre-Construction PhaseBefore any construction activities can begin, thorough planning and preparation are essential. During the pre-construction phase, key tasks are undertaken, including:•Project Conception: In this stage, the concept and feasibility of the project are determined. Client requirements, budgetary constraints, and legal considerations are assessed to evaluate the viability of the project.•Site Selection: The appropriate location for the project is chosen based on factors such as accessibility, topography, availability of utilities, and zoning regulations.•Design and Permitting: Architects and engineers develop the construction plans and specifications. These plans are then submitted torelevant authorities for obtaining necessary permits and approvals.•Budgeting and Cost Estimation: A cost estimate is prepared based on the project requirements, design, and material selections. This includesdetermining the labor, material, and equipment costs.•Procurement: Procurement involves sourcing and purchasing materials, equipment, and services required for the project. Contracts andagreements may be formed with suppliers, subcontractors, and otherstakeholders.2. Construction PhaseThe construction phase involves the physical execution of the project. Key steps in this phase include:•Site Preparation: Before construction begins, the site needs to be prepared. This involves clearing the land, excavating, and leveling the ground.Temporary facilities like site offices and storage areas may be established.•Foundation Construction: The foundation is the base of any structure and needs to be constructed with precision. Excavation is done toreach the required depth, and concrete or other foundation materials are laid.•Structural Construction: This stage involves erecting the skeleton of the building. Columns, beams, and walls are constructed using appropriateconstruction materials and techniques.•Installation of Systems: Electrical, plumbing, and HVAC (heating, ventilation, and air conditioning) systems are installed to ensure a functional and comfortable environment within the building. This includes wiring, piping, fixtures, and equipment installation.•Finishing Works: Finishing works include interior and exterior finishing touches. This comprises applying paints, installing flooring, ceilings, doors, windows, and other aesthetic elements.3. Post-Construction PhaseAfter the construction is complete, several tasks are necessary to wrap up the project and ensure its functionality:•Testing and Commissioning: The systems and components installed during construction are thoroughly tested to ensure they work as intended.This includes safety tests, functionality checks, and performance evaluations.•Clean-Up and Site Restoration: Construction debris and waste materials are removed from the site. The surrounding areas are cleaned, and any damage caused during construction is repaired.•Handover and Occupancy: The completed building is handed over to the client or end-user. All necessary documentation, such as as-built drawings and operation manuals, is provided. The building can then be occupied or put to its intended use.•Maintenance and Warranty: A maintenance plan is established, and any warranty obligations are addressed. Regular inspections and preventive maintenance activities are carried out to ensure the longevity and functionality of the structure.In conclusion, the construction process involves several phases, starting from project conception and ending with the completion and maintenance of the structure. Each phase requires careful planning, coordination, and execution to achieve a successful outcome. Understanding the construction process is crucial for all stakeholders involved in the industry, from clients to contractors, architects to engineers.。
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Processes,facies and architecture of fluvial distributarysystem depositsG.J.Nichols a,b,⁎,J.A.Fisher aaDepartment of Geology,Royal Holloway University of London,Egham,Surrey,TW200EX,U.K.bThe University Centre in Svalbard,P .O.Box 156,Longyearbyen N-9171,NorwayAbstractThere is evidence from the stratigraphic record of examples of fluvial deposits that were the products of deposition from river systems which had decreasing discharge down-flow and transitions from proximal,channelised to distal,unconfined flow.These deposits form fan-shaped bodies several tens of kilometres in radius,and their stratigraphic architecture is aggradational,with no evidence of deep incision driven by base-level fall.The fluvial systems that generated these deposits formed under conditions for which there is no complete analogue today:an endorheic basin with a relatively arid climate adjacent to an uplifted area with higher precipitation.A conceptual model for fluvial systems of this type has therefore been built on the basis of outcrop examples and a consideration of the controls on sedimentation.Proximal areas are characterised by amalgamated coarse,pebbly and sandy channel deposits with little preservation of overbank facies.Channel dimensions are generally smaller in the medial areas,but sizes are variable:deposits are of braided,meandering and simple channels which show varying degrees of lateral migration.The channel-fills may be mud or sand,with overbank flow processes playing an important role in filling channels abandoned on the floodplain after avulsion.The proportion of overbank deposits increases distally with sheets of sand deposited as lateral and terminal splays by unconfined flow.Interconnection of sandstone bodies is poor in the distal areas because channel-fill bodies are sparse,small and are not deeply incised.The radial pattern of the sediment body forms by the repeated avulsion of channels:active channels build up lobes on the alluvial plain and rivers switch position to follow courses on lower lying areas.The term ‘fluvial distributary system ’is here used to describe a river system which has a downstream decrease in discharge and has a distal zone which is characterised either by terminal splays on to a dry alluvial plain or a lake delta during periods of lake highstand.©2006Elsevier B.V .All rights reserved.Keywords:Fluvial distributary system;Terminal fans;Fluvial fans;Endorheic basins;Fluvial stratigraphic architectureContents 1.Introduction ......................................................762.Characteristics of a fluvial distributary system.....................................762.1.Dimensions of the sedimentary unit.......................................762.2.Proximal facies .................................................772.3.Medial facies ..................................................78Sedimentary Geology 195(2007)75–90⁎Corresponding author.Department of Geology,Royal Holloway University of London,Egham,Surrey,TW200EX,U.K.E-mail address:g.nichols@ (G.J.Nichols).0037-0738/$-see front matter ©2006Elsevier B.V .All rights reserved.doi:10.1016/j.sedgeo.2006.07.0042.4.Distal facies (79)2.5.Distributary pattern (79)3.Fluvial channel and overbank processes in a distributary system (82)3.1.Trends in fluvial channels (82)3.2.Discharge variations (82)3.3.Floodplain deposition (82)3.4.Floodplain channel-fills (82)3.5.Distal zone sheets:terminal splays and floodouts (83)3.6.Formation of a fan of fluvial deposits (83)3.7.Bifurcation of channels (84)3.8.Proximal to distal extent of channels (84)4.Fluvial distributary systems and lakes (84)5.Conditions for the formation of a fluvial distributary system:tectonic and climatic setting (85)6.Fluvial distributary systems,terminal fans,fluvial fans,megafans and lake deltas (86)6.1.Alluvial fans,fluvial fans,megafans,humid fans (86)6.2.Subaerial and‘losimean’fans (86)6.3.Terminal fans (86)ke deltas (87)6.5.Fluvial distributary systems (87)7.The stratigraphic architecture of fluvial distributary system deposits (87)8.Conclusions (88)Acknowledgements (88)References (88)1.IntroductionFriend(1978)pointed out that some ancient riversystems seem to show features that distinguish themfrom many modern-day river systems.He recognisedthree distinctive characteristics that could be recognisedin ancient fluvial stratigraphic units:(1)a downstreamdecrease in river depth,(2)an absence of alluvial incisionand(3)a convex-upwards,lobate topography of the riversystems.He suggested that these features indicateddeposition by a distributive river system which formed a ‘terminal fan’.Subsequent work in one of the areas of Friend's original studies,the Ebro Basin,establishedmore details of the sedimentology of two‘fluvialdistributary systems’of Miocene age(Hirst and Nichols,1986;Nichols,1987;Friend,1989;Hirst,1991).Theconcept of terminal fans was also expanded by Kelly andOlsen(1993)with reference to some Devonian exam-ples.In this paper we summarise the architecturalcharacteristics of fluvial systems of this type andconsider the tectonic,climatic and related base-levelcontrols on their formation and preservation.Examplesfrom the Miocene of the northern Ebro Basin are used toillustrate the characteristics of these systems,which aretypically tens of kilometres in radius and are comprisedof fluvial channel and overbank deposits which vary inrelative abundance and character between proximal and distal parison is also made with other subaerial fan deposits,including alluvial fans,fluvial fans and megafans,and the usage of different terminol-ogy considered.The term‘fluvial distributary system’is used in preference to‘terminal fan’for reasons which are discussed in later sections.2.Characteristics of a fluvial distributary systemConceptual models for a fluvial distributary system are shown in Figs.1and2.These have been developed from earlier models presented in Friend(1978),Nichols(1987, 1989),Kelly and Olsen(1993)and Stanistreet and McCarthy(1993)with the addition of data from other sources(e.g.Graham,1983;MacCarthy,1990;Sadler and Kelly,1993;Williams,2000;Nichols,2004,2005;Fisher et al.,2006-this volume)and new observations in the Ebro Basin.The locations of the examples from the strati-graphic record used in this review are shown in Fig.3.2.1.Dimensions of the sedimentary unitThe radial distance from the apex to the distal fringe of the system is in the order of tens of kilometres:the Luna and Huesca systems in the Miocene of the Ebro Basin are respectively40and60km radius(Hirst and Nichols,1986),the systems in the Devonian Munster76G.J.Nichols,J.A.Fisher/Sedimentary Geology195(2007)75–90Basin in southern Ireland are up to 120km radius (Williams,2000)and the system in the Wood Bay Formation of the Devonian of Spitsbergen is up to 200km long (Friend and Moody-Stuart,1972).The extent of a system would be determined by the size of the basin and the balance between water supply and loss due to evaporation/infiltration,so it would be possible to have deposits covering a larger area than the examples given.The thickness of the succession will be limited by the accommodation in the basin below the spill point,the level at which water flows out of the basin and it ceases to be endorheic (Bohacs et al.,2000),and the sediment supply.There is approximately 4000m thickness of fluvial strata in the northern part of the Ebro Basin (Nichols,1987)and the Munster Basin fill is over 6000m thick (Graham,1983;MacCarthy,1990;Sadler and Kelly,1993).2.2.Proximal faciesThe coarsest deposits occurring in the deepest channels are found in the proximal zones of the systems.These are sandy or conglomeratic facies showing clast imbrication,cross-bedding and preservation of bar structures indicating that they are the deposits of braided streams close to margin of the basin (e.g.Graham,1983;Nichols,1987;MacCarthy,1990;Sadler and Kelly,1993).The proximal channel-fills in the Luna System are reported to be up to 7m thick (Nichols,1987)and in the Munster Basin the channel-fill successions are at least 10m thick (MacCarthy,1990).In the Devonian of East Greenland,proximal zone facies in the Snehvide Formation are sandy braidplain succession of medium-grained,trough-cross bedded pebbly sandstones and fine pebble conglomerates (Friend et al.,1983).In these and other proximal zone examples,there are no associated fine-grained overbank deposits preserved,and the channel-fill facies are entirely amalgamated.This indicates that the channels were mobile,laterally migrating and reworking the adjacent floodplain depos-its or repeatedly avulsing to new positions on the proximal floodplain area.The interconnectedness of the coarse facies is therefore 100%in the proximal zone.Stacks of sandstone and conglomerate can be recognized in borehole core as the deposits of the proximal parts of a fluvial distributary system,for example in the Devonian strata in the Clair Basin,West of Shetland (Nichols,2005).The extent of the proximal zone is limited to between 5and 10km from the system apex in the Luna System (Nichols,1987)whilst in the Munster Basin there are conglomeratic fluvial deposits over 40km from the basin margin (MacCarthy,1990;Williams,2000).Fig.1.Proximal to distal trends in channel and overbank processes across a fluvial distributary system:channel forms,floodplain deposits and architectural elements.The proximal to distal extent of the system is likely to be tens of kilometres.77G.J.Nichols,J.A.Fisher /Sedimentary Geology 195(2007)75–902.3.Medial faciesThe transition from the proximal to the medial zone is marked by an increase in the proportion of overbank facies preserved and a decrease in the clast size of channel-fill facies.In the Munster Basin the channel facies are commonly trough-cross bedded sandstones and pebbly sandstones occurring in multi-storey com-plexes tens of metres thick (Graham,1983;Sadler and Kelly,1993).The bases of the channel complexes are not deeply incised into the floodplain facies and are interpreted as the deposits of laterally mobile bedload streams (Sadler and Kelly,1993).Medial zone deposits in the Ebro Basin are rarely pebbly,and are also partly interpreted as the deposits of laterally mobile streams.However,Hirst (1991)has demonstrated that the width of the channel-fill sandstone bodies decreases down-stream:at 25to 35km from the apex of the Huesca System 80to 90%of the sandstone bodies have width:thickness ratios N 15:1whereas in the more distal exposures 50to 60km from the apex only 5to 35%have width:thickness ratios N 15:1.These data indicate that the channels tended to become more laterally stable down-system,a trend also noted by MacCarthy (1990)in the Munster Basin.The percentage of deposits ‘in-channel ’was docu-mented from measurements made of over 250channel sandstone bodies across the Huesca System in the Ebro Basin by Hirst (1991).In the medial area,at 25km from the calculated apex 62%of the deposits occupied channels,and this decreased to values of 30to 40%between 40and 45km,and further decreased to between 10and 15%at distances of 45to 50km from the apex.Similar trends have been qualitatively established in the Devonian examples from Ireland (Graham,1983;MacCarthy,1990;Sadler and Kelly,1993),Spitsbergen (Friend and Moody-Stuart,1972)and East Greenland (Friend et al.,1983).The channel-fill bodies are enclosed within strata which are overall finer-grained,consisting mainly of mudrocks and thin sheet bodies of sandstone (Fig.4a,b).These overbank deposits may show evidence of desiccation or soil formation.Calcareous pedogenic features are noted from the purple siltstone floodplain facies in the Munster Basin (Graham,1983).The pale brown mudrocks which dominate the overbankfaciesFig.2.The development of a fan-shaped body of sediments by repeated avulsion of the river channel and the architectural characteristics of the proximal,medial and distal zones of a fluvial distributary system.The area of deposition is likely to be tens of kilometres radius.78G.J.Nichols,J.A.Fisher /Sedimentary Geology 195(2007)75–90association in the Ebro Basin show relatively weakly developed palaeosol profiles (Nichols,1987).The sandstone sheets are thin,typically only a few centi-metres thick,and laterally extensive over tens of metres:they have sharp bases and show some current ripple cross-lamination.Sandstone sheets tend to occur in packages separated by metres of mudrock.2.4.Distal faciesThe distal reaches form the most distinctive elements of the fluvial distributary systems.They are charac-terised by a very high proportion of floodplain facies,with channel-fill deposits comprising only a few percent of the strata.In the Huesca System,the percentage,by volume,of deposits ‘in-channel ’was shown to be 10%or less at distances of over 50km from the apex of the system (Hirst,1991).In the Luna System,Nichols (1987)reported that the thickness of the channel-fills are on average less than in the medial zone,decreasing to an average of just over 2m.Distal facies in the Munster Basin similarly display fewer and thinner channel-fills than the proximal and medial zones (Graham,1983;Sadler and Kelly,1993),and many of these channels are shallow and rather poorly defined.In the Ebro Basin artificial exposures created by road and canal cuts allow the internal geometries and fills of the channels to be examined in exceptional detail (see Fig.4).Channel scours wholly or partly filled with mudrock are seen to be relatively common:some are simple scour and fill deposits,others show evidence of lateral migration of the channel,with sand deposited on lateral accretion surfaces on the inner bank of a meander bend and a final fill with mud (Fig.4d).Channel scours of a variety of sizes which are wholly filled with sandstone also occur (Fig.4c)and the processes of formation of these deposits are considered in a later section.A prominent feature of the distal zones is that much more sandstone is present as thin sheet deposits than as channel-fill facies.These sheets have sharp,sometimes erosive base and this scouring at the base of the sheets suggest local channelisation of flow (e.g.Fig.4g;Graham,1983).Isolated sheets may occur,but mostly they are found in packages of laterally extensive units (Fisher et al.,2006-this volume ).Between the sheet sandstone beds,thick-bedded muddy and silty facies show evidence of palaeosol development (Sadler and Kelly,1993;Fisher et al.,2006-this volume ).2.5.Distributary patternA characteristic of these fluvial systems is that the pattern of flow indicated by palaeocurrent data has a radial,distributive form.This was first noted by Friend (1978)and a subsequent statistical study of palaeocurrent readings from 350palaeochannels in the Luna System by Jupp et al.(1987)demonstrated that an apex lying at the basin margin could be defined.In other examples the channel pattern may be elongate and less clearly radial,(e.g.in the Munster Basin,Williams,2000)but the distributive character of the channels is a common feature.The implication of these patterns is that each of the systems was supplied by a river which entered the basin at a point along the margin,and then spread out ontotheFig.3.Locations of examples of fluvial distributary systems from (a)the Devonian (palaeogeographic reconstruction from Friend et al.,2000)and (b)the Miocene of the Ebro Basin,Spain.79G.J.Nichols,J.A.Fisher /Sedimentary Geology 195(2007)75–90alluvial plain.More than one entry point for a distributary system is indicated by Arenas et al.(2001)for the Luna System,although it is possible that each was active at different stages in the evolution of the system.In the Munster Basin there may have been several coeval entry points(Williams,2000).3.Fluvial channel and overbank processes in a distributary systemThe fluvial channel and overbank facies described from the examples of fluvial distributary systems in the stratigraphic record can be used to determine the de-positional processes which are acting in different parts of a system.These may be used to develop a conceptual model for an active fluvial distributary system(Figs.1 and2).3.1.Trends in fluvial channelsThe apex of the system lies at a point along a basin margin where drainage from the hinterland is funnelled into the basin(Hirst and Nichols,1986).A gradient change as the river enters the basin promotes deposition of sediment. River channels in the proximal areas are typically bedload-dominated and may be pebbly or sandy.Cross-bedding and the preservation of bar forms suggest deposition in braided rivers(Collinson,1996):discharge must be sufficient to carry coarse gravel,and over long enough periods for braided river bar forms to develop.The absence or limited preservation of overbank facies indicates mobile rivers repeatedly avulse or migrate to different positions near the apex.Strong currents in the channel scour the banks and inhibit the growth of vegetation which could stabilise the channel margins.The area near the apex of the system would therefore be expected to have the appearance of a braidplain,somewhat similar to a gravelly glacial outwash deposit(Boothroyd and Ashley,1975;Boothroyd and Nummedal,1978).Downstream the proportion of gravel in the river channel decreases and the bedload is mainly sand deposited on mid-channel bars,with gravel limited to basal lags.The depth of the channel decreases and it may become less laterally mobile:floodplain areas are less frequently occupied by channels,allowing vegeta-tion to have a more pronounced stabilising effect on the banks.The role of vegetation on bank stability would not have been a factor in pre-Devonian times,and may have had a limited effect in the Devonian(cf.Fraticelli et al.,2004).A progressive reduction in discharge downstream due to evaporation and infiltration of water into the floodplain occurs along with a decrease in the grain size of material carried and a decrease in the river gradient.The channel dimensions become progressively smaller,and there is a transition from bedload to mixed load character.As the outer edge of the medial zone is reached the river channel becomes sinuous,showing evidence of meandering,straight or possibly anasto-mosing habit(Stanistreet and McCarthy,1993).3.2.Discharge variationsFluvial systems may be subject to fluctuations of discharge because of seasonal rainfall variations in the hinterland catchment area.The high rates of water loss through evaporation and soak-away in a fluvial distributary system mean that during periods of lower discharge the outer parts of the system may not receive much or any water,even if there is still some supply to the proximal zone.Evidence of discharge fluctuations is therefore to be expected,espe-cially in the medial and distal parts of the system.A channel may experience periods of slack water during which mud will be deposited in the shallow parts of the channel:this may be preserved as drapes on bars and is particularly well displayed on the lateral accretion surfaces of meandering rivers(Fig.4d).Total desiccation of a channel may occur, with evidence of this preserved as mudcracks on mud layers within a channel-fill succession(Nichols,1987).3.3.Floodplain depositionIn the proximal zone the floodplain consists of abandoned channel deposits,but in the medial zone overbank deposits are preserved.These are mostly mud deposited out of suspension during flood events,but there are also extensive sheets of sand deposited as splays from the channel margins.The thickness and extent of the sand sheets vary with the magnitude of the flood,and the bases of some show signs of scouring into the underlying sediment(Fisher et al.,2006-this volume).The sands may show parallel lamination or be current rippled,but generally they are structureless, possibly because of bioturbation or pedoturbation.Soils develop on the floodplain,but do not develop into mature profiles if rates of floodplain accumulation are relatively high.Aeolian reworking of the alluvial plain has not been recognised in the Ebro Basin,but has been noted in some Devonian basins(Kelly and Olsen,1993; Richmond and Williams,2000;Nichols,2005).3.4.Floodplain channel-fillsSandy bedload may be preserved within a braided or meandering river if the active channel migrates laterally or82G.J.Nichols,J.A.Fisher/Sedimentary Geology195(2007)75–90the discharge decreases through time,resulting in a partial fill of the channel with sand(Fig.4d).In-channel depo-sition may cause choking and trigger flooding and/or the avulsion of a river to a new position.The processes of avulsion leave a stretch of channel isolated from direct supply of sediment and water from the active channel.If the isolated,inactive channel tract is a relatively short distance from the active river,it may be filled with sand which fills the depression until it is level with the floodplain surface. Some simple sandstone channel-fills(Fig.4e,f)are probably entirely deposits of overbank deposition from another channel,not the deposits of the confined flow which created the scour.The‘wings’which are preserved on the margins of some sandstone bodies(Friend et al., 1979)can sometimes be shown to be continuous with sand which filled the upper parts of the channel-fill body:the upper channel and the wing deposits are likely to have been formed after the channel was abandoned,and are the products of overbank flow from another,active channel. An abandoned channel that lies at a greater distance from an active channel may be filled with mud deposited out of suspension from flood events to form a‘clay plug’(Fig. 4c).The frequency of occurrence of mud-filled channels is likely to be underestimated in the stratigraphic record because it may be difficult to recognise them within a muddy overbank succession.A further possibility in the distal segments of a distributary system is a fill of a channel scour by lacustrine deposits if there is a lake level rise and the lake margin floods onto the overbank area.Therefore,although some of a channel body may be sediment that was deposited by in-channel flow,the final fill is more likely to be by unconfined flow after abandonment.3.5.Distal zone sheets:terminal splays and floodoutsThe distal reaches of the fluvial distributary systems are analogous to the floodout zones in Tooth(1999a,b). In the ephemeral rivers of arid central Australia,river channels commonly terminate in areas where the channel capacity is reduced and floodwaters spread across the alluvial surface forming terminal floodouts (Tooth,1999a,b):these features are characterised by a transition from channelised to unchannelised flow.The floodouts in central Australia occur on a wide range of scales,from1km2to1000km2,depositing sheets of fine-grained sediment.Tooth(1999a)showed that their occurrence is determined by the presence of barriers to flow,such as the presence of a build up of aeolian sands, or they may form where there is a downstream decrease in discharge.Both mechanisms are possible in the distal reaches of an aggrading fluvial system.Features similar to terminal floodouts are also recog-nised in the Neales River,which is on the western side of the Lake Eyre Basin in central Australia.These are referred to as‘terminal splays’(Lang et al.,2004)and they are sheets of sand deposited by decelerating flows on the floodplain and on the dry lake bed.Their location is controlled by the incision of the river channel by base-level fall driven by falling lake level,and the river flow becomes unconfined at the edge of the dry lake bed(Lang et al., 2004).These terminal splay deposits show horizontal stratification,current ripple lamination and show subaque-ous dune structures in places;the sheet sandstones of the distal zones of the ancient distributary systems such as the Munster Basin deposits(Sadler and Kelly,1993)and Ebro Basin deposits are typically structureless,horizontally laminated or rarely ripple cross laminated.A significant difference between either the floodouts or the terminal splays of central Australia and the sheets of sediment formed in the distal zone of the ancient fluvial distributary systems documented above,is the sediment supply.In central Australia the sediment supply is very low and the rivers are flowing very close to bedrock, which is exposed in places.In contrast,the distal fluvial distributary system deposits are documented from basins which have thick accumulations of sediment,and the preservation of both channel and overbank facies suggests higher rates of sediment supply.The ancient floodouts/ terminal splays are therefore analogous in terms of processes,but the architecture of the deposits may not be comparable with the modern examples because of differences in sediment supply and other variables,such as flow magnitude.3.6.Formation of a fan of fluvial depositsThe distributary system is built up as a series of incremental units deposited by individual rivers which flow from the apex to a point on the floodplain where their flow becomes unconfined(Fig.2).During the lifetime of this river it will deposit sediment within the channel,on the adjacent areas of the floodplain during periods of overbank flow,and at the distal end of the channel as terminal splays onto the alluvial plain.The river may laterally migrate during this time,and local channel abandonment may occur due to meander cut-off or local readjustments of the position of the channel on the plain. The thickness of deposits will decrease away from the channel as floods deposit most of their load near the channel banks,and through time it will build up a very low amplitude lobate body on the basin floor.Areas adjacent to the fluvial sediment lobe will be at a lower elevation,and consequently avulsion of the active channel83G.J.Nichols,J.A.Fisher/Sedimentary Geology195(2007)75–90will occur,possibly at any point along the river from the apex down to the terminal splay.Repetition of this process will result in the active channel occupying different positions on the alluvial plain through time,with each avulsion redirecting the river to a nearby lower elevation course.This will eventually lead to the formation of a fan of fluvial sediments,a process recognised as the mechanism for the formation of megafans(see below, Wells and Dorr,1987;Gohain and Parkash,1990).At any one time,most of the system will be an inactive area,and these abandoned sectors will be subject to pedogenic modification and reworking of the surface by local run-off or aeolian activity.3.7.Bifurcation of channelsPrevious models of fluvial distributary systems have indicated that there is bifurcation of channels down-stream(Friend,1978;Nichols,1987,1989;Kelly and Olsen,1993).Channel bifurcation is present in the distal zones of modern rivers which have terminal splays such as the Neales River(Lang et al.,2004)and the Markanda Fan(Parkash et al.,1983).Bifurcation of active river channels on a larger scale occurs in the Okavango Fan(Stanistreet and McCarthy,1993),which has an almost horizontal depositional profile,but is not reported from the steeper active tracts of modern rivers. It is not possible to establish if two palaeochannels were coevally flowing,so it is not known if the fluvial distributary systems considered here would have had multiple active channels over large distances,but comparison with modern rivers suggests that it is unlikely,and more probable that bifurcation only occurred in the distal zones.3.8.Proximal to distal extent of channelsThe distance that a river will flow out into a basin in an arid setting will be determined by the balance between the rate of water supply from the drainage area and the losses along the way due to soak-away and evaporation. Sediment transport will be limited by these same factors and hence the proximal to distal extent of a distributary system will be determined by the climate in the hinterland, which governs the water supply,and the climate in the basin,which affects the rate of evaporation and the nature of the floodplain sediment,which will affect rates of infiltration.Variations in climate over both long and short time scales will result in a range of distances between the system apex and the terminal splays as the deposit builds up,and an interfingering of the proximal and medial,and medial and distal,zones is to be expected.Awhole system may prograde or retrograde as the balance between supply and losses varies:this has been documented in the Luna System,Spain(Arenas et al.,2001).4.Fluvial distributary systems and lakesThe conceptual model for fluvial distributary systems presented in Figs.1and2is valid for conditions where the river channels do not reach a basin centre lake. During periods of high discharge,unconfined flow from the terminal splays may spread out onto the alluvial plain and deposit suspended sediment out of a temporary standing body of water(Fisher et al.,2006-this volume). This body of water may be considered to be transitional to an ephemeral lake,depending on where the distinction between a temporary pond of water on an alluvial plain as a result of flooding and an ephemeral lake is drawn.If there are changes in the climate which either increases the water supply from the hinterland or reduces the evaporation in the basin(or both),then the alluvial plain will become a lake.This scenario is envisaged in the Devonian Clair Basin,in which transitions from fluvially-dominated units to lacustrine units within the vertical succession are attributed to climatic controls which determined the presence of,and extent of,a basin-centre lake(Nichols,2005).Periods of higher lake level are also recognised in the Miocene of the Ebro Basin (Arenas et al.,2001)resulting in an interfingering of lacustrine and distal fluvial facies.Once a lake is established in the basin the river system will no longer be terminal,and in place of terminal splays the channels will feed into a low relief delta,a‘lacustrine floodplain delta’(Blair and McPher-son,1994)such as the present day V olga Delta in the Caspian Sea(Kroonenberg et al.,1997;Overeem et al., 2003).Variations in lake level resulting in alternations in fluvial and lacustrine facies in a similar deltaic setting in the Pliocene of Azerbaijan have been recognised by Hinds et al.(2004).With lake level rise,the distal zone of a fluvial distributary system will be flooded and replaced by lake margin facies(Fisher et al.,2006-this volume),but the processes operating in the channels of medial and proximal zones will be largely unaffected. The raising of the water table will exert some influence of soil formation in the overbank areas,but otherwise the fluvial processes in the tracts of the river which are not influenced by the lake level will be the same whether the lake is present or not.A drying of the climate,a retreat of the lake shoreline and a subsequent fall in lake level will result in a return to the terminal character of the fluvial system,a state which is recognised in the Neales River in central Australia,where terminal splays84G.J.Nichols,J.A.Fisher/Sedimentary Geology195(2007)75–90。