GY 111 Lecture Note Series Sediment, Sedimentary Rocks and Sediment Transport
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Sediment Transport and the Genesis Flood — Case Studies Including the Hawkesbury Sandstone, Sydney
Sediment Transport and the Genesis Flood — Case Studies including the Hawkesbury Sandstone, Sydney DAVID ALLEN ABSTRACT The rates at which parts of the geological record have formed can be roughly determined using physical sedimentology independently from other dating methods if current understanding of the processes involved in sedimentology are accurate. Bedform and particle size observations are used here, along with sediment transport equations, to determine rates of transport and deposition in various geological sections. Calculations based on properties of some very extensive rock units suggest that those units have been deposited at rates faster than any observed today and orders of magnitude faster than suggested by radioisotopic dating. Settling velocity equations wrongly suggest that rapid fine particle deposition is impossible, since many experiments and observations (for example, Mt St Helens, mud- flows) demonstrate that the conditions which cause faster rates of deposition than those calculated here are not fully understood. For coarser particles the only parameters that, when varied through reasonable ranges, very significantly affect transport rates are flow velocity and grain diameter. Popular geological models that attempt to harmonize the Genesis Flood with stratigraphy require that, during the Flood, most deposition believed to have occurred during the Palaeozoic and Mesozoic eras would have actually been the result of about one year of geological activity. Flow regimes required for the Flood to have deposited various geological cross- sections have been proposed, but the most reliable estimate of water velocity required by the Flood was attained for a section through the Tasman Fold Belt of Eastern Australia and equalled very approximately 30 ms-1 (100 km h-1). -
Bedrock Geology Glossary from the Roadside Geology of Minnesota, Richard W
Minnesota Bedrock Geology Glossary From the Roadside Geology of Minnesota, Richard W. Ojakangas Sedimentary Rock Types in Minnesota Rocks that formed from the consolidation of loose sediment Conglomerate: A coarse-grained sedimentary rock composed of pebbles, cobbles, or boul- ders set in a fine-grained matrix of silt and sand. Dolostone: A sedimentary rock composed of the mineral dolomite, a calcium magnesium car- bonate. Graywacke: A sedimentary rock made primarily of mud and sand, often deposited by turbidi- ty currents. Iron-formation: A thinly bedded sedimentary rock containing more than 15 percent iron. Limestone: A sedimentary rock composed of calcium carbonate. Mudstone: A sedimentary rock composed of mud. Sandstone: A sedimentary rock made primarily of sand. Shale: A deposit of clay, silt, or mud solidified into more or less a solid rock. Siltstone: A sedimentary rock made primarily of sand. Igneous and Volcanic Rock Types in Minnesota Rocks that solidified from cooling of molten magma Basalt: A black or dark grey volcanic rock that consists mainly of microscopic crystals of pla- gioclase feldspar, pyroxene, and perhaps olivine. Diorite: A plutonic igneous rock intermediate in composition between granite and gabbro. Gabbro: A dark igneous rock consisting mainly of plagioclase and pyroxene in crystals large enough to see with a simple magnifier. Gabbro has the same composition as basalt but contains much larger mineral grains because it cooled at depth over a longer period of time. Granite: An igneous rock composed mostly of orthoclase feldspar and quartz in grains large enough to see without using a magnifier. Most granites also contain mica and amphibole Rhyolite: A felsic (light-colored) volcanic rock, the extrusive equivalent of granite. -
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. -
The Role of Geology in Sediment Supply and Bedload Transport Patterns in Coarse Grained Streams
The Role of Geology in Sediment Supply and Bedload Transport Patterns in Coarse Grained Streams Sandra E. Ryan USDA Forest Service, Rocky Mountain Research Station, Fort Collins, Colorado This paper compares gross differences in rates of bedload sediment moved at bankfull discharges in 19 channels on national forests in the Middle and Southern Rocky Mountains. Each stream has its own “bedload signal,” in that the rate and size of materials transported at bankfull discharge largely reflect the nature of flow and sediment particular to that system. However, when rates of bedload transport were normalized by dividing by the watershed area, the results were similar for many sites. Typically, streams exhibited normalized rates of bedload transport between 0.001 and 0.003 kg s-1 km-2 at bankfull discharges. Given the inherent difficulty of obtaining a reliable estimate of mean rates of bedload transport, the relatively narrow range of values observed for these systems is notable. While many of these sites are underlain by different geologic terrane, they appear to have comparable patterns of mass wasting contributing to sediment supply under current climatic conditions. There were, however, some sites where there was considerable departure from the normalized range of values. These sites typically had different patterns and qualitative rates of mass wasting, either higher or lower, than observed for other watersheds. The gross differences in sediment supply to the stream network have been used to account for departures in the normalized rates of bedload transport observed for these sites. The next phase of this work is to better quantify the contributions from hillslopes to help explain variability in the normalized rate of bedload transport. -
Modeling and Practice of Erosion and Sediment Transport Under Change
water Editorial Modeling and Practice of Erosion and Sediment Transport under Change Hafzullah Aksoy 1,* , Gil Mahe 2 and Mohamed Meddi 3 1 Department of Civil Engineering, Istanbul Technical University, 34469 Istanbul, Turkey 2 IRD, UMR HSM IRD/ CNRS/ University Montpellier, Place E. Bataillon, 34095 Montpellier, France 3 Ecole Nationale Supérieure d’Hydraulique, LGEE, Blida 9000, Algeria * Correspondence: [email protected] Received: 27 May 2019; Accepted: 9 August 2019; Published: 12 August 2019 Abstract: Climate and anthropogenic changes impact on the erosion and sediment transport processes in rivers. Rainfall variability and, in many places, the increase of rainfall intensity have a direct impact on rainfall erosivity. Increasing changes in demography have led to the acceleration of land cover changes from natural areas to cultivated areas, and then from degraded areas to desertification. Such areas, under the effect of anthropogenic activities, are more sensitive to erosion, and are therefore prone to erosion. On the other hand, with an increase in the number of dams in watersheds, a great portion of sediment fluxes is trapped in the reservoirs, which do not reach the sea in the same amount nor at the same quality, and thus have consequences for coastal geomorphodynamics. The Special Issue “Modeling and Practice of Erosion and Sediment Transport under Change” is focused on a number of keywords: erosion and sediment transport, model and practice, and change. The keywords are briefly discussed with respect to the relevant literature. The papers in this Special Issue address observations and models based on laboratory and field data, allowing researchers to make use of such resources in practice under changing conditions. -
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 -
Bedload Equation for Ripples and Dunes
Bedload Equation for Ripples and Dunes GEOLOGICAL SURVEY PROFESSIONAL PAPER 462-H Bedload Equation for Ripples and Dunes By D. B. SIMONS, E. V. RICHARDSON, and C. F. NORDIN, JR. SEDIMENT TRANSPORT IN ALLUVIAL CHANNELS GEOLOGICAL SURVEY PROFESSIONAL PAPER 462-H An examination of conditions under which bed- load transport rates may be determined from the dimensions and speed of shifting bed forms UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1965 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 - Price 20 cents (paper cover) CONTENTS Page Page Symbols. _______________________ ___________________ IV Bedload Transport __ ______________ . _____ ___ __ HI Abstract __ __________ ___ ___ .__._--_____._..___ HI Conclusions_______________ ________ _________ _ ____ 7 Introduction ____________________ _______ _ 1 References cited. ___________________ _ __ ___________ 9 ILLUSTRATIONS Page FIGURES 4-7. Relation of Page FIGURE 1. Definition sketch of dunes. H2 4. V.to(V-V H5 . Vs 2. Comparison of computed bedload with 5. 6 observed bed-material load__________ 3 V-VQ g 6. h to 3. Comparison of computed and observed (V V\ bedload.___________________________ 7. qriOToV[~y~ )______ _______ 8 TABLE Page TABLE 1. Variables considered. H2 m LIST OF SYMBOLS C Chezy coefficient Ci A constant D Mean depth g Accleration due to gravity h Average ripple or dune amplitude KI, K2) Ka, KI, K5 Constants q_b Bedload, by volume or weight qr Bed material load S Slope of the energy gradient t Time V Mean velocity VQ Noneroding mean velocity Vs Average velocity of ripples or dunes in the direction of flow x Distance parallel to the direction of flow y Elevation of the bed above an arbitrary horizontal datum 7 Unit weight of the fluid 5 A transformation, 5=x Vst TO The shear stress at the bed X Porosity of the sand bed d Partial derivative SEDIMENT TRANSPORT IN ALLUVIAL CHANNELS BEDLOAD EQUATION FOR RIPPLES AND DUNES By D. -
Part 629 – Glossary of Landform and Geologic Terms
Title 430 – National Soil Survey Handbook Part 629 – Glossary of Landform and Geologic Terms Subpart A – General Information 629.0 Definition and Purpose This glossary provides the NCSS soil survey program, soil scientists, and natural resource specialists with landform, geologic, and related terms and their definitions to— (1) Improve soil landscape description with a standard, single source landform and geologic glossary. (2) Enhance geomorphic content and clarity of soil map unit descriptions by use of accurate, defined terms. (3) Establish consistent geomorphic term usage in soil science and the National Cooperative Soil Survey (NCSS). (4) Provide standard geomorphic definitions for databases and soil survey technical publications. (5) Train soil scientists and related professionals in soils as landscape and geomorphic entities. 629.1 Responsibilities This glossary serves as the official NCSS reference for landform, geologic, and related terms. The staff of the National Soil Survey Center, located in Lincoln, NE, is responsible for maintaining and updating this glossary. Soil Science Division staff and NCSS participants are encouraged to propose additions and changes to the glossary for use in pedon descriptions, soil map unit descriptions, and soil survey publications. The Glossary of Geology (GG, 2005) serves as a major source for many glossary terms. The American Geologic Institute (AGI) granted the USDA Natural Resources Conservation Service (formerly the Soil Conservation Service) permission (in letters dated September 11, 1985, and September 22, 1993) to use existing definitions. Sources of, and modifications to, original definitions are explained immediately below. 629.2 Definitions A. Reference Codes Sources from which definitions were taken, whole or in part, are identified by a code (e.g., GG) following each definition. -
Erosion and Sediment Transport
Erosion and sediment transport Lecture content Skript: Ch. VIII – rationale for understanding and modelling erosion and sediment transport processes – surface erosion – mechanisms – interaction with climate, land cover and topography – annual scale surface erosion model – sediment transport in streams – mechanisms – measurements – sediment characterisation – condition for incipient motion – sediment transport equation Hydrology – Erosion and Sediment Transport – Autumn Semester 2017 1 Erosion and sediment transport is driven • by hydrological processes in the watershed • by stream hydraulics in rivers plays an important role with regard to • evolution of landscape • loss of agricultural soils • stability of river beds • water resources infrastructures (dams, …) • natural hazards • coastal processes ⤵ Brienzersee,)Hochwasser)2005) Hochwasser/Murgang) Copyright © Philip Owens 2002 Hydrology – Erosion and Sediment Transport – Autumn Semester 2017 2 Examples of effects of erosion and sediment transport on water infrastructures • filling in of reservoirs – reduces the active volume of the reservoir intake – can put at risk the correct operation of the reservoir organs (e.g. intakes) multipurpose • river bed aggradation reservoir deposited sediments = dead volume – due to sediment deposition after a flood event – due to imbalance between sediment supply from upstream and flow energy • scour in river beds and embankment erosion – undermines the stability of river cross sections • pumps and turbines ⤵ • water supply derivations • ecosystems • -
Beachrock, in Schwartz, ML, Ed., Encyclopedia of Coastal Science
Turner, RJ. 2005. Beachrock, in Schwartz, ML, ed., Encyclopedia of Coastal Science. Kluwer Academic Publishers, The Netherlands. Pp. 183-186. BEACHROCK Formation and Distribution of Beachrock Beachrock is defined by Scoffin and Stoddart (1987, 401) as "the consolidated deposit that results from lithification by calcium carbonate of sediment in the intertidal and spray zones of mainly tropical coasts." Beachrock units form under a thin cover of sediment and generally overlie unconsolidated sand, although they may rest on any type of foundation. Maximum rates of subsurface beachrock cementation are thought to occur in the area of the beach that experiences the most wetting and drying - below the foreshore in the area of water table excursion between the neap low and high tide levels (Amieux et al, 1989; Higgins, 1994). Figure B49 shows a beachrock formation displaying typical attributes. Figure B49 Multiple unit beachrock exposure at barrio Rio Grande de Aguada, Puerto Rico. The sculpted morphology, development of a nearly vertical landward edge, and dark staining of outer surface by cyanobacteria indicate that this beachrock has experience extended exposure. Landward relief and imbricate morphology of beachrock units define shore- parallel runnels that impound seawater (photo R. Turner). There are a number of theories regarding the process of beach sand cementation. Different mechanisms of cementation appear to be responsible at different localities. The primary mechanisms proposed for the origin of beachrock cements are as follows: 1) -
Tectonically Quiescent Drainage, Song Gianh, Central Vietnam 3
1 Controls on Erosion Patterns and Sediment Transport in a Monsoonal, 2 Tectonically Quiescent Drainage, Song Gianh, Central Vietnam 3 4 Tara N. Jonell1∗, Peter D. Clift1, Long Van Hoang2, Tina Hoang3, Andrew Carter4, Hella 5 Wittmann5, Philipp Böning6, Katharina Pahnke6 and Tammy Rittenour7 6 7 1 – Department of Geology and Geophysics, Louisiana State University, Baton Rouge, 8 LA 70803, USA 9 2 - Hanoi University of Mining and Geology, Duc Thang, North Tu Liem, Ha Noi, 10 Vietnam 11 3 - School of Geosciences, University of Louisiana at Lafayette, Lafayette LA 70504, 12 USA 13 4 - Department of Earth and Planetary Sciences, Birkbeck College, London, WC1E 7HX, 14 United Kingdom 15 5- Helmholtz Centre Potsdam, GFZ German Research Center for Geosciences, 16 Telegrafenberg, 14473 Potsdam, Germany 17 6- Max Planck Research Group for Marine Isotope Geochemistry, Institute for Chemistry 18 and Biology of the Marine Environment (ICBM), University of Oldenburg, 26129 19 Oldenburg, Germany 20 7 - Department of Geology, Utah State University, Logan UT 84322, USA 21 22 Abstract 23 Keywords: provenance, erosion, monsoon, Vietnam 24 The Song Gianh is a small, monsoon-dominated river in northern central Vietnam 25 that can be used to understand how topography and climate control continental erosion. 26 We present major element concentrations, together with Sr and Nd isotopic compositions, 27 of siliciclastic bulk sediments to define sediment provenance and chemical weathering 28 intensity. These data indicate preferential sediment generation in the steep, wetter upper 29 reaches of the Song Gianh. In contrast, detrital zircon U-Pb ages argue for significant flux 30 from the drier, northern Rao Tro tributary. -
Rocks and Soil Materials
Science Benchmark: 04:03 Earth materials include rocks, soils, water, and gases. Rock is composed of minerals. Earth materials change over time from one form to another. These changes require energy. Erosion is the movement of materials and weathering is the breakage of bedrock and larger rocks into smaller rocks and soil materials. Soil is continually being formed from weathered rock and plant remains. Soil contains many living organisms. Plants generally get water and minerals from soil. Standard III: Students will understand the basic properties of rocks, the processes involved in the formation of soils, and the needs of plants provided by soil. Shared Reading Getting to Know Rocks and Soil We live on a rocky world! Rocks are all around us. We live on rocks even though we can’t always see them. These rocks are sometimes hidden deeply beneath our feet, and sometimes they are exposed on Earth’s surface so we can see them. On mountaintops, where the soil is very thin, rocks often poke through. All rocks are made of mixtures of different minerals. Minerals are the building blocks from which rocks are made. People who study rocks make observations of rocks they discover. They identify the different minerals in the rocks they find. How can they do this? Each mineral has a certain color (or colors), appearance, shape, hardness, texture, crystal pattern, and possibly a smell that sets it apart from another. As scientists test each mineral's characteristics, they are able to tell which minerals are in the rocks. Rocks can change over a period of time.