Sedimentary Structures
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Measurement of Bedload Transport in Sand-Bed Rivers: a Look at Two Indirect Sampling Methods
Published online in 2010 as part of U.S. Geological Survey Scientific Investigations Report 2010-5091. Measurement of Bedload Transport in Sand-Bed Rivers: A Look at Two Indirect Sampling Methods Robert R. Holmes, Jr. U.S. Geological Survey, Rolla, Missouri, United States. Abstract Sand-bed rivers present unique challenges to accurate measurement of the bedload transport rate using the traditional direct sampling methods of direct traps (for example the Helley-Smith bedload sampler). The two major issues are: 1) over sampling of sand transport caused by “mining” of sand due to the flow disturbance induced by the presence of the sampler and 2) clogging of the mesh bag with sand particles reducing the hydraulic efficiency of the sampler. Indirect measurement methods hold promise in that unlike direct methods, no transport-altering flow disturbance near the bed occurs. The bedform velocimetry method utilizes a measure of the bedform geometry and the speed of bedform translation to estimate the bedload transport through mass balance. The bedform velocimetry method is readily applied for the estimation of bedload transport in large sand-bed rivers so long as prominent bedforms are present and the streamflow discharge is steady for long enough to provide sufficient bedform translation between the successive bathymetric data sets. Bedform velocimetry in small sand- bed rivers is often problematic due to rapid variation within the hydrograph. The bottom-track bias feature of the acoustic Doppler current profiler (ADCP) has been utilized to accurately estimate the virtual velocities of sand-bed rivers. Coupling measurement of the virtual velocity with an accurate determination of the active depth of the streambed sediment movement is another method to measure bedload transport, which will be termed the “virtual velocity” method. -
Geomorphic Classification of Rivers
9.36 Geomorphic Classification of Rivers JM Buffington, U.S. Forest Service, Boise, ID, USA DR Montgomery, University of Washington, Seattle, WA, USA Published by Elsevier Inc. 9.36.1 Introduction 730 9.36.2 Purpose of Classification 730 9.36.3 Types of Channel Classification 731 9.36.3.1 Stream Order 731 9.36.3.2 Process Domains 732 9.36.3.3 Channel Pattern 732 9.36.3.4 Channel–Floodplain Interactions 735 9.36.3.5 Bed Material and Mobility 737 9.36.3.6 Channel Units 739 9.36.3.7 Hierarchical Classifications 739 9.36.3.8 Statistical Classifications 745 9.36.4 Use and Compatibility of Channel Classifications 745 9.36.5 The Rise and Fall of Classifications: Why Are Some Channel Classifications More Used Than Others? 747 9.36.6 Future Needs and Directions 753 9.36.6.1 Standardization and Sample Size 753 9.36.6.2 Remote Sensing 754 9.36.7 Conclusion 755 Acknowledgements 756 References 756 Appendix 762 9.36.1 Introduction 9.36.2 Purpose of Classification Over the last several decades, environmental legislation and a A basic tenet in geomorphology is that ‘form implies process.’As growing awareness of historical human disturbance to rivers such, numerous geomorphic classifications have been de- worldwide (Schumm, 1977; Collins et al., 2003; Surian and veloped for landscapes (Davis, 1899), hillslopes (Varnes, 1958), Rinaldi, 2003; Nilsson et al., 2005; Chin, 2006; Walter and and rivers (Section 9.36.3). The form–process paradigm is a Merritts, 2008) have fostered unprecedented collaboration potentially powerful tool for conducting quantitative geo- among scientists, land managers, and stakeholders to better morphic investigations. -
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. -
Secondary Flow Effects on Deposition of Cohesive Sediment in A
water Article Secondary Flow Effects on Deposition of Cohesive Sediment in a Meandering Reach of Yangtze River Cuicui Qin 1,* , Xuejun Shao 1 and Yi Xiao 2 1 State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China 2 National Inland Waterway Regulation Engineering Research Center, Chongqing Jiaotong University, Chongqing 400074, China * Correspondence: [email protected]; Tel.: +86-188-1137-0675 Received: 27 May 2019; Accepted: 9 July 2019; Published: 12 July 2019 Abstract: Few researches focus on secondary flow effects on bed deformation caused by cohesive sediment deposition in meandering channels of field mega scale. A 2D depth-averaged model is improved by incorporating three submodels to consider different effects of secondary flow and a module for cohesive sediment transport. These models are applied to a meandering reach of Yangtze River to investigate secondary flow effects on cohesive sediment deposition, and a preferable submodel is selected based on the flow simulation results. Sediment simulation results indicate that the improved model predictions are in better agreement with the measurements in planar distribution of deposition, as the increased sediment deposits caused by secondary current on the convex bank have been well predicted. Secondary flow effects on the predicted amount of deposition become more obvious during the period when the sediment load is low and velocity redistribution induced by the bed topography is evident. Such effects vary with the settling velocity and critical shear stress for deposition of cohesive sediment. The bed topography effects can be reflected by the secondary flow submodels and play an important role in velocity and sediment deposition predictions. -
(LOWER PENNSYLVANIAN) in the PERMIAN BASIN Wayne R. Wright Bureau of Economic Geol
DEPOSITIONAL HISTORY OF THE ATOKAN SUCCESSION (LOWER PENNSYLVANIAN) IN THE PERMIAN BASIN Wayne R. Wright Bureau of Economic Geology Jackson School of Geosciences The University of Texas at Austin Austin, Texas ABSTRACT Atokan-age units in the Permian Basin record a 2nd-order transgression, with aerially restricted, lower Atokan fluvial to shallow-marine siliciclastics followed by pervasive carbonate deposition. In general, Atokan-age siliciclastics dominated deposition in the west of the Permian Basin while carbonate deposition dominated throughout the rest of the basin. Predominance of carbonate facies across most of the Permian Basin is due to (1) lack of siliciclastic supply, (2) overall 2nd-order rising sea level, and (3) progradation of the Upper Marble Falls Formation onto the Eastern Shelf. Progradation was due partly to lower accommodation to the west and backstepping/retreat from encroaching Atokan deltaics to the east. The beginning of the Atokan is marked by a sea-level drop and subsequent lowstand conditions. A sequence boundary separates the Atokan from the underlying Morrowan carbonate section throughout the Permian Basin. Siliciclastic deposition in and around the Permian Basin is more aerially restricted than in the Morrowan. The earliest Atokan lowstand event is manifested in alluvial and fluvial incised-valley sediments in Lea County, New Mexico, and the Broken Bone Graben (Cottle County, Texas); fan- delta deposits in the Palo Duro Basin and Taylor Draw field (Upton County, Texas); and 1 post-Lower Marble Falls–pre-Upper Marble falls conglomerates (Gibbons Formation?) on the Llano Uplift. Following the lowstand event, a 2nd-order transgression appears to have dominated throughout the rest of the Atokan; however 3rd- and 4th-order, high- amplitude, sea-level fluctuations also occurred. -
Mechanical Stratigraphic Controls on Natural Fracture Spacing and Penetration
Journal of Structural Geology 95 (2017) 160e170 Contents lists available at ScienceDirect Journal of Structural Geology journal homepage: www.elsevier.com/locate/jsg Mechanical stratigraphic controls on natural fracture spacing and penetration * Ronald N. McGinnis a, , David A. Ferrill a, Alan P. Morris a, Kevin J. Smart a, Daniel Lehrmann b a Department of Earth, Material, and Planetary Sciences, Southwest Research Institute, 6220 Culebra Road, San Antonio, TX 78238-5166, USA b Geoscience Department, Trinity University, One Trinity Place, San Antonio, TX 78212, USA article info abstract Article history: Fine-grained low permeability sedimentary rocks, such as shale and mudrock, have drawn attention as Received 20 July 2016 unconventional hydrocarbon reservoirs. Fracturing e both natural and induced e is extremely important Received in revised form for increasing permeability in otherwise low-permeability rock. We analyze natural extension fracture 21 December 2016 networks within a complete measured outcrop section of the Ernst Member of the Boquillas Formation Accepted 7 January 2017 in Big Bend National Park, west Texas. Results of bed-center, dip-parallel scanline surveys demonstrate Available online 8 January 2017 nearly identical fracture strikes and slight variation in dip between mudrock, chalk, and limestone beds. Fracture spacing tends to increase proportional to bed thickness in limestone and chalk beds; however, Keywords: Mechanical stratigraphy dramatic differences in fracture spacing are observed in mudrock. A direct relationship is observed be- Natural fractures tween fracture spacing/thickness ratio and rock competence. Vertical fracture penetrations measured Fracture spacing from the middle of chalk and limestone beds generally extend to and often beyond bed boundaries into Fracture penetration the vertically adjacent mudrock beds. -
Progressive and Regressive Soil Evolution Phases in the Anthropocene
Progressive and regressive soil evolution phases in the Anthropocene Manon Bajard, Jérôme Poulenard, Pierre Sabatier, Anne-Lise Develle, Charline Giguet- Covex, Jeremy Jacob, Christian Crouzet, Fernand David, Cécile Pignol, Fabien Arnaud Highlights • Lake sediment archives are used to reconstruct past soil evolution. • Erosion is quantified and the sediment geochemistry is compared to current soils. • We observed phases of greater erosion rates than soil formation rates. • These negative soil balance phases are defined as regressive pedogenesis phases. • During the Middle Ages, the erosion of increasingly deep horizons rejuvenated pedogenesis. Abstract Soils have a substantial role in the environment because they provide several ecosystem services such as food supply or carbon storage. Agricultural practices can modify soil properties and soil evolution processes, hence threatening these services. These modifications are poorly studied, and the resilience/adaptation times of soils to disruptions are unknown. Here, we study the evolution of pedogenetic processes and soil evolution phases (progressive or regressive) in response to human-induced erosion from a 4000-year lake sediment sequence (Lake La Thuile, French Alps). Erosion in this small lake catchment in the montane area is quantified from the terrigenous sediments that were trapped in the lake and compared to the soil formation rate. To access this quantification, soil processes evolution are deciphered from soil and sediment geochemistry comparison. Over the last 4000 years, first impacts on soils are recorded at approximately 1600 yr cal. BP, with the erosion of surface horizons exceeding 10 t·km− 2·yr− 1. Increasingly deep horizons were eroded with erosion accentuation during the Higher Middle Ages (1400–850 yr cal. -
Fluvial Sedimentary Patterns
ANRV400-FL42-03 ARI 13 November 2009 11:49 Fluvial Sedimentary Patterns G. Seminara Department of Civil, Environmental, and Architectural Engineering, University of Genova, 16145 Genova, Italy; email: [email protected] Annu. Rev. Fluid Mech. 2010. 42:43–66 Key Words First published online as a Review in Advance on sediment transport, morphodynamics, stability, meander, dunes, bars August 17, 2009 The Annual Review of Fluid Mechanics is online at Abstract fluid.annualreviews.org Geomorphology is concerned with the shaping of Earth’s surface. A major by University of California - Berkeley on 02/08/12. For personal use only. This article’s doi: contributing mechanism is the interaction of natural fluids with the erodible 10.1146/annurev-fluid-121108-145612 Annu. Rev. Fluid Mech. 2010.42:43-66. Downloaded from www.annualreviews.org surface of Earth, which is ultimately responsible for the variety of sedi- Copyright c 2010 by Annual Reviews. mentary patterns observed in rivers, estuaries, coasts, deserts, and the deep All rights reserved submarine environment. This review focuses on fluvial patterns, both free 0066-4189/10/0115-0043$20.00 and forced. Free patterns arise spontaneously from instabilities of the liquid- solid interface in the form of interfacial waves affecting either bed elevation or channel alignment: Their peculiar feature is that they express instabilities of the boundary itself rather than flow instabilities capable of destabilizing the boundary. Forced patterns arise from external hydrologic forcing affect- ing the boundary conditions of the system. After reviewing the formulation of the problem of morphodynamics, which turns out to have the nature of a free boundary problem, I discuss systematically the hierarchy of patterns observed in river basins at different scales. -
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 -
Upper Flow Regime Sheets, Lenses and Scour Fills: Extending the Range of Architectural Elements for Fluvial Sediment Bodies
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Earth and Atmospheric Sciences, Department Papers in the Earth and Atmospheric Sciences of 8-2006 Upper flow egimer sheets, lenses and scour fills: Extending the range of architectural elements for fluvial sediment bodies Christopher R. Fielding University of Nebraska-Lincoln, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/geosciencefacpub Part of the Earth Sciences Commons Fielding, Christopher R., "Upper flow regime sheets, lenses and scour fills: Extending the anger of architectural elements for fluvial sediment bodies" (2006). Papers in the Earth and Atmospheric Sciences. 296. https://digitalcommons.unl.edu/geosciencefacpub/296 This Article is brought to you for free and open access by the Earth and Atmospheric Sciences, Department of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Papers in the Earth and Atmospheric Sciences by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. Published in Sedimentary Geology 190:1-4 (August 1, 2006), pp. 227–240; doi: 10.1016/j.sedgeo.2006.05.009 Copyright © 2006 Elsevier B.V. Used by permission. http://www.sciencedirect.com/science/journal/00370738 Published online June 30, 2006. Upper flow regime sheets, lenses and scour fills: Extending the range of architectural elements for fluvial sediment bodies Christopher R. Fielding Department of Geosciences, 214 Bessey Hall, University of Nebraska–Lincoln, Lincoln, NE 68588-0340, USA Abstract Fluvial strata dominated internally by sedimentary structures of interpreted upper flow regime origin are mod- erately common in the rock record, yet their abundance is not appreciated and many examples may go un- noticed. -
Sedimentary Rocks
OCN 201 Coastal Sediments Lab Sediment Particle Size Distribution and Turbidity Flows Although this laboratory will pertain to oceanic sediments, similar processes can also be observed on land and in other aquatic systems (i.e., lakes, wetlands). This reading should supplement your understanding of the processes that affect particle size distribution across a marine system (i.e., barrier reef). Next week’s laboratory exercises will focus on demonstrating some of these principles, and give you experience in quantifying particle size distributions across a barrier reef. Sediments Sediment, by definition, is any loose or fragmented material. Hence, loose sand, shells and their fragments, dead leaves, and mud can all be categorized as sediment. All sediments have a source from which they originate. Pelagic sediments are those found in the open ocean, and whose origin cannot be traced to a specific landmass. They include red clay, radiolarian ooze, diatom ooze, and calcareous (nanofossil or foraminefera) ooze (see images of selected biogenic tests – see page 8 of Laboratory#5). Terrigenous sediments are those whose origin is traceable to a specific land (terra) area. They include a series of variously colored muds, volcanic debris, coral muds, and turbidity flow deposits. Lithogenous sediments are derived from weathering of rock (lithos) material, but their source cannot be readily identified. Red clay in the abyssal ocean is lithogenous. Much of the sediment on the sea floor of the open ocean is lithogenous clay that was transported thousands of miles from its origin. Calcareous sediments are found over oceanic rises and platforms, whereas red clays are typically distributed in the deep ocean basins.