Coastal and Shelf Sediment Transport: an Introduction
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25. PELAGIC Sedimentsi
^ 25. PELAGIC SEDIMENTSi G. Arrhenius 1. Concept of Pelagic Sedimentation The term pelagic sediment is often rather loosely defined. It is generally applied to marine sediments in which the fraction derived from the continents indicates deposition from a dilute mineral suspension distributed throughout deep-ocean water. It appears logical to base a precise definition of pelagic sediments on some limiting property of this suspension, such as concentration or rate of removal. Further, the property chosen should, if possible, be reflected in the ensuing deposit, so that the criterion in question can be applied to ancient sediments. Extensive measurements of the concentration of particulate matter in sea- water have been carried out by Jerlov (1953); however, these measurements reflect the sum of both the terrigenous mineral sol and particles of organic (biotic) origin. Aluminosilicates form a major part of the inorganic mineral suspension; aluminum is useful as an indicator of these, since this element forms 7 to 9% of the total inorganic component, 2 and can be quantitatively determined at concentration levels down to 3 x lO^i^ (Sackett and Arrhenius, 1962). Measurements of the amount of particulate aluminum in North Pacific deep water indicate an average concentration of 23 [xg/1. of mineral suspensoid, or 10 mg in a vertical sea-water column with a 1 cm^ cross-section at oceanic depth. The mass of mineral particles larger than 0.5 [x constitutes 60%, or less, of the total. From the concentration of the suspensoid and the rate of fallout of terrigenous minerals on the ocean floor, an average passage time (Barth, 1952) of less than 100 years is obtained for the fraction of particles larger than 0.5 [i. -
Sediment Transport in the San Francisco Bay Coastal System: an Overview
Marine Geology 345 (2013) 3–17 Contents lists available at ScienceDirect Marine Geology journal homepage: www.elsevier.com/locate/margeo Sediment transport in the San Francisco Bay Coastal System: An overview Patrick L. Barnard a,⁎, David H. Schoellhamer b,c, Bruce E. Jaffe a, Lester J. McKee d a U.S. Geological Survey, Pacific Coastal and Marine Science Center, Santa Cruz, CA, USA b U.S. Geological Survey, California Water Science Center, Sacramento, CA, USA c University of California, Davis, USA d San Francisco Estuary Institute, Richmond, CA, USA article info abstract Article history: The papers in this special issue feature state-of-the-art approaches to understanding the physical processes Received 29 March 2012 related to sediment transport and geomorphology of complex coastal–estuarine systems. Here we focus on Received in revised form 9 April 2013 the San Francisco Bay Coastal System, extending from the lower San Joaquin–Sacramento Delta, through the Accepted 13 April 2013 Bay, and along the adjacent outer Pacific Coast. San Francisco Bay is an urbanized estuary that is impacted by Available online 20 April 2013 numerous anthropogenic activities common to many large estuaries, including a mining legacy, channel dredging, aggregate mining, reservoirs, freshwater diversion, watershed modifications, urban run-off, ship traffic, exotic Keywords: sediment transport species introductions, land reclamation, and wetland restoration. The Golden Gate strait is the sole inlet 9 3 estuaries connecting the Bay to the Pacific Ocean, and serves as the conduit for a tidal flow of ~8 × 10 m /day, in addition circulation to the transport of mud, sand, biogenic material, nutrients, and pollutants. -
Sedimentation and Clarification Sedimentation Is the Next Step in Conventional Filtration Plants
Sedimentation and Clarification Sedimentation is the next step in conventional filtration plants. (Direct filtration plants omit this step.) The purpose of sedimentation is to enhance the filtration process by removing particulates. Sedimentation is the process by which suspended particles are removed from the water by means of gravity or separation. In the sedimentation process, the water passes through a relatively quiet and still basin. In these conditions, the floc particles settle to the bottom of the basin, while “clear” water passes out of the basin over an effluent baffle or weir. Figure 7-5 illustrates a typical rectangular sedimentation basin. The solids collect on the basin bottom and are removed by a mechanical “sludge collection” device. As shown in Figure 7-6, the sludge collection device scrapes the solids (sludge) to a collection point within the basin from which it is pumped to disposal or to a sludge treatment process. Sedimentation involves one or more basins, called “clarifiers.” Clarifiers are relatively large open tanks that are either circular or rectangular in shape. In properly designed clarifiers, the velocity of the water is reduced so that gravity is the predominant force acting on the water/solids suspension. The key factor in this process is speed. The rate at which a floc particle drops out of the water has to be faster than the rate at which the water flows from the tank’s inlet or slow mix end to its outlet or filtration end. The difference in specific gravity between the water and the particles causes the particles to settle to the bottom of the basin. -
NPP) A) Global Patterns B) Fate of NPP
OCN 401 Biogeochemical Systems (11.1.11) (Schlesinger: Chapter 9) Oceanic Production, Carbon Regeneration, Sediment Carbon Burial Lecture Outline 1. Net Primary Production (NPP) a) Global Patterns b) Fate of NPP 2. Sediment Diagenesis a) Diagenesis of Organic Matter (OM) b) Biogenic Carbonates Net Primary Production: Global Patterns • Oceanic photosynthesis is ≈ 50% of total photosynthesis on Earth - mostly as phytoplankton (microscopic plants) in surface mixed layer - seaweed accounts for only ≈ 0.1%. • NPP ranges from 130 - 420 gC/m2/yr, lowest in open ocean, highest in coastal zones • Terrestrial forests range from 400-800 gC/m2/yr, while deserts average 80 gC/m2/yr. Net Primary Production: Global Patterns (cont’d.) • O2 distribution is an indirect measure of photosynthesis: CO2 + H2O = CH2O + O2 14 • NPP is usually measured using O2-bottle or C-uptake techniques. 14 • O2 bottle measurements tend to exceed C-uptake rates in the same waters. Net Primary Production: Global Patterns (cont’d.) • Controversy over magnitude of global NPP arises from discrepancies in methods for measuring NPP: estimates range from 27 to 51 x 1015 gC/yr. 14 • O2 bottle measurements tend to exceed C-uptake rates because: - large biomass of picoplankton, only recently observed, which pass through the filters used in the 14C technique. - picoplankton may account for up to 50% of oceanic production. - DOC produced by phytoplankton, a component of NPP, passes through filters. - Problems with contamination of 14C-incubated samples with toxic trace elements depress NPP. Net Primary Production: Global Patterns (cont’d.) Despite disagreement on absolute magnitude of global NPP, there is consensus on the global distribution of NPP. -
Estuarine and Coastal Sedimentation Problems1
ESTUARINE AND COASTAL SEDIMENTATION PROBLEMS1 Leo C. van Rijn Delft Hydraulics and University of Utrecht, The Netherlands. E•mail: [email protected] Abstract: This Keynote Lecture addresses engineering sedimentation problems in estuarine and coastal environments and practical solutions of these problems based on the results of field measurements, laboratory scale models and numerical models. The three most basic design rules are: (1) try to understand the physical system based on available field data; perform new field measurements if the existing field data set is not sufficient (do not reduce on the budget for field measurements); (2) try to estimate the morphological effects of engineering works based on simple methods (rules of thumb, simplified models, analogy models, i.e. comparison with similar cases elsewhere); and (3) use detailed models for fine•tuning and determination of uncertainties (sensitivity study trying to find the most influencial parameters). Engineering works should be designed in a such way that side effects (sand trapping, sand starvation, downdrift erosion) are minimum. Furthermore, engineering works should be designed and constructed or built in harmony rather than in conflict with nature. This ‘building with nature’ approach requires a profound understanding of the sediment transport processes in morphological systems. Keywords: Sedimentation, sediment transport, morphological modelling 1. INTRODUCTION This lecture addresses sedimentation and erosion engineering problems in estuaries and coastal seas and practical solutions of these problems based on the results of field measurements, laboratory scale models and numerical models. Often, the sedimentation problem is a critical element in the economic feasibility of a project, particularly when each year relatively large quantities of sediment material have to be dredged and disposed at far•field locations. -
Sediment and Sedimentary Rocks
Sediment and sedimentary rocks • Sediment • From sediments to sedimentary rocks (transportation, deposition, preservation and lithification) • Types of sedimentary rocks (clastic, chemical and organic) • Sedimentary structures (bedding, cross-bedding, graded bedding, mud cracks, ripple marks) • Interpretation of sedimentary rocks Sediment • Sediment - loose, solid particles originating from: – Weathering and erosion of pre- existing rocks – Chemical precipitation from solution, including secretion by organisms in water Relationship to Earth’s Systems • Atmosphere – Most sediments produced by weathering in air – Sand and dust transported by wind • Hydrosphere – Water is a primary agent in sediment production, transportation, deposition, cementation, and formation of sedimentary rocks • Biosphere – Oil , the product of partial decay of organic materials , is found in sedimentary rocks Sediment • Classified by particle size – Boulder - >256 mm – Cobble - 64 to 256 mm – Pebble - 2 to 64 mm – Sand - 1/16 to 2 mm – Silt - 1/256 to 1/16 mm – Clay - <1/256 mm From Sediment to Sedimentary Rock • Transportation – Movement of sediment away from its source, typically by water, wind, or ice – Rounding of particles occurs due to abrasion during transport – Sorting occurs as sediment is separated according to grain size by transport agents, especially running water – Sediment size decreases with increased transport distance From Sediment to Sedimentary Rock • Deposition – Settling and coming to rest of transported material – Accumulation of chemical -
Soil Erosion, Runoff, and Sedimentation Construction Site Fact Sheet No
Soil Erosion, Runoff, and Sedimentation Construction Site Fact Sheet No. 1 What Is Soil Erosion? What Problems Happen On Construction Soil erosion is the detachment and movement of soil Sites? particles by water, wind, ice, or gravity. Safety and Nuisance Issues – Sediment on roadways and in the air can cause safety hazards. Flooding– Excessive sediment accumulation in drainage systems can create blockages that promote flooding. Sediment Build‐Up – Sediment that accumulates in streams, lakes, and bays can only be remediated by costly dredging. Increased Costs – Uncontrolled erosion and sedimentation requires costly maintenance and What Is Sedimentation? repair. It is cheaper and easier to PREVENT Sediment is the result of erosion. Sedimentation is erosion than to fix sedimentation problems. the build‐ up of eroded soil particles that are transported in runoff from their site of origin and Negative Public Perception ‐Observing muddy deposited in drainage systems, on other ground water flowing from construction sites negatively surfaces, or in bodies of water or wetlands. effects public perception. Why Should I Care? It’s the Law– Federal, State and local regulations require construction sites to be compliant with the Clean Water Act. Water Quality‐Erosion from construction projects can be a non‐point source pollutant that deteriorates the health of our lakes, streams and Narragansett Bay. Soil Loss ‐ Much of the total sediment loss that occurs each year is generated by highway construction and land development projects. Quality of Life‐ If you enjoy fishing, eating local Sediment‐filled runoff from a RIDOT construction site shellfish or swimming at one of Rhode Island’s beautiful beaches, this pollution can threaten your quality of life. -
Sedimentary Rock Formation Models
Sedimentary Rock Formation Models 5.7 A Explore the processes that led to the formation of sedimentary rock and fossil fuels. The Formation Process Explained • Formation of these rocks is one of the important parts of the rock cycle. For millions of years, the process of deposition and formation of these rocks has been operational in changing the geological structure of earth and enriching it. Let us now see how sedimentary rocks are formed. Weathering The formation process begins with weathering of existent rock exposed to the elements of nature. Wind and water are the chisels and hammers that carve and sculpt the face of the Earth through the process of weathering. The igneous and metamorphic rocks are subjected to constant weathering by wind and water. These two elements of nature wear out rocks over a period of millions of years creating sediments and soil from weathered rocks. Other than this, sedimentation material is generated from the remnants of dying organisms. Transport of Sediments and Deposition These sediments generated through weathering are transported by the wind, rivers, glaciers and seas (in suspended form) to other places in the course of flow. They are finally deposited, layer over layer by these elements in some other place. Gravity, topographical structure and fluid forces decide the resting place of these sediments. Many layers of mineral, organics and chemical deposits accumulate together for years. Layers of different deposits called bedding features are created from them. Crystal formation may also occur in these conditions. Lithification (Compaction and Cementation) Over a period of time, as more and more layers are deposited, the process of lithification begins. -
An Improved Cleaning Protocol for Foraminiferal Calcite from Unconsolidated Core Sediments: Hypercal—A New Practice for Micropaleontological and Paleoclimatic Proxies
Journal of Marine Science and Engineering Article An Improved Cleaning Protocol for Foraminiferal Calcite from Unconsolidated Core Sediments: HyPerCal—A New Practice for Micropaleontological and Paleoclimatic Proxies Stergios D. Zarkogiannis 1,2,* , George Kontakiotis 2 , Georgia Gkaniatsa 2, Venkata S. C. Kuppili 3,4, Shashidhara Marathe 3, Kazimir Wanelik 3, Vasiliki Lianou 2, Evanggelia Besiou 2, Panayiota Makri 2 and Assimina Antonarakou 2 1 Department of Earth Sciences, University of Oxford, Oxford OX1 3AN, UK 2 Department of Historical Geology-Paleontology, Faculty of Geology & Geoenvironment, School of Earth Sciences, National & Kapodistrian University of Athens, 157 84 Athens, Greece; [email protected] (G.K.); [email protected] (G.G.); [email protected] (V.L.); [email protected] (E.B.); [email protected] (P.M.); [email protected] (A.A.) 3 Diamond Light Source, Harwell Science and Innovation Campus, Oxford OX11 0DE, UK; [email protected] (V.S.C.K.); [email protected] (S.M.); [email protected] (K.W.) 4 Canadian Light Source, Spectromicroscopy (SM) Beamline, Saskatoon, SK S7N 2V3, Canada * Correspondence: [email protected] Received: 11 November 2020; Accepted: 1 December 2020; Published: 7 December 2020 Abstract: Paleoclimatic and paleoceanographic studies routinely rely on the usage of foraminiferal calcite through faunal, morphometric and physico-chemical proxies. The application of such proxies presupposes the extraction and cleaning of these biomineralized components from ocean sediments in the most efficient way, a process which is often labor intensive and time consuming. In this respect, in this study we performed a systematic experiment for planktonic foraminiferal specimen cleaning using different chemical treatments and evaluated the resulting data of a Late Quaternary gravity core sample from the Aegean Sea. -
Sedimentary Rocks
Sedimentary Rocks • a rock resulting from the consolidation of loose sediment that has been derived from previously existing rocks • a rock formed by the precipitation of minerals from solution Sedimentary Stages of the Rock Cycle Weathering Erosion Transportation Deposition (sedimentation) Burial Diagenesis Fig. 5.1 1 Table 5.1 Sorting Fig 5.2 Transport will effect the sediment in several ways Sorting:Sorting a measure of the variation in the range of grain sizes in a rock or sediment • Well-sorted sediments have been subjected to prolonged water or wind action. • Poorly-sorted sediments are either not far- removed from their source or deposited by glaciers. 2 Fig. 5.3 Sedimentary Environments Fig. Story 5.5 Table 5.2 3 Sedimentary Structures Stratification = Bedding = Layering This layering that produces sedimentary structures is due to: • Particle size • Types (s) of particles Sedimentary Layering Other Examples of Sedimentary Structures • Cross-beds • Ripple marks • Mudcracks • Raindrop impressions • Fossils 4 Cross-bedded sandstone Fig. 5.6 Fig. 5.7 Ripples on a beach Fig. 5.8 5 Ripples Preserved in Sandstone Fig. 5.9 Fig. 5.9 6 Fig. 5.10 Turbidity Currents Suspension of water sand, and mud that moves downslope (often very rapidly) due to its greater density that the surrounding water (often triggered by earthquakes). The speed of turbidity currents was first appreciated in 1920 when a current broke lines in the Atlantic. This event also demonstrated just how far a single deposit could travel. From Sediment to Sedimentary Sock (lithification) • Compaction:Compaction reduces pore space. clays and muds are up to 60 % water; 10% after compaction • Cementation:Cementation chemical precipitation of mineral material between grains (SiO2, CaCO3, Fe2O3) binds sediment into hard rock. -
Erosion and Sediment Control for Agriculture
Chapter 4C: Erosion and Sediment Control 4C: Erosion and Sediment Control Management Measure for Erosion and Sediment Apply the erosion component of a Resource Management System (RMS) as defined in the Field Office Technical Guide of the U.S. Department of Agriculture–Natural Resources Conservation Service (see Appendix B) to minimize the delivery of sediment from agricultural lands to surface waters, or Design and install a combination of management and physical practices to settle the settleable solids and associated pollutants in runoff delivered from the contributing area for storms of up to and including a 10-year, 24-hour frequency. Management Measure for Erosion and Sediment: Description Application of this management measure will preserve soil and reduce the mass of sediment reaching a water body, protecting both agricultural land and water quality. This management measure can be implemented by using one of two general strategies, or a combination of both. The first, and most desirable, strategy is to implement practices on the field to minimize soil detachment, erosion, and transport of sediment from the field. Effective practices include those that maintain crop residue or vegetative cover on the soil; improve soil properties; Sedimentation reduce slope length, steepness, or unsheltered distance; and reduce effective causes widespread water and/or wind velocities. The second strategy is to route field runoff through damage to our practices that filter, trap, or settle soil particles. Examples of effective manage- waterways. Water ment strategies include vegetated filter strips, field borders, sediment retention supplies and wildlife ponds, and terraces. Site conditions will dictate the appropriate combination of resources can be practices for any given situation. -
Combining Marine Macroecology and Palaeoecology in Understanding Biodiversity: Microfossils As a Model
Biol. Rev. (2015), pp. 000–000. 1 doi: 10.1111/brv.12223 Combining marine macroecology and palaeoecology in understanding biodiversity: microfossils as a model Moriaki Yasuhara1,2,3,∗, Derek P. Tittensor4,5, Helmut Hillebrand6 and Boris Worm4 1School of Biological Sciences, The University of Hong Kong, Pok Fu Lam Road, Hong Kong SAR, China 2Swire Institute of Marine Science, The University of Hong Kong, Cape d’Aguilar Road, Shek O, Hong Kong SAR, China 3Department of Earth Sciences, The University of Hong Kong, Pok Fu Lam Road, Hong Kong SAR, China 4Department of Biology, Dalhousie University, 1355 Oxford Street, Halifax, Nova Scotia, B3H 4R2, Canada 5United Nations Environment Programme World Conservation Monitoring Centre, 219 Huntingdon Road, Cambridge, CB3 0DL, UK 6Institute for Chemistry and Biology of the Marine Environment (ICBM), Carl-von-Ossietzky University of Oldenburg, Schleusenstrasse 1, 26382 Wilhelmshaven, Germany ABSTRACT There is growing interest in the integration of macroecology and palaeoecology towards a better understanding of past, present, and anticipated future biodiversity dynamics. However, the empirical basis for this integration has thus far been limited. Here we review prospects for a macroecology–palaeoecology integration in biodiversity analyses with a focus on marine microfossils [i.e. small (or small parts of) organisms with high fossilization potential, such as foraminifera, ostracodes, diatoms, radiolaria, coccolithophores, dinoflagellates, and ichthyoliths]. Marine microfossils represent a useful model