Processes facies and architectureof fluvial distributary system deposits

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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

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

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

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

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

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

世界建筑英文课件
Detailed description
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
01
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

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.。

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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。

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