USGS Professional Paper 1706, Plate 1

Total Page:16

File Type:pdf, Size:1020Kb

USGS Professional Paper 1706, Plate 1 U.S. DEPARTMENT OF THE INTERIOR PROFESSIONAL PAPER 1706 U.S. GEOLOGICAL SURVEY PLATE 1 OF 2 A' 99°30’ 27’30” 40°45’ 25’ 99°22’30” 40°45’ CORRELATION OF MAP UNITS Ql Qfp Qal Ql Ql Ql Qt1a Qaf Holocene Qd Qt1b Ql QUATERNARY Qt2 Wisconsin Qt3 Qaf Illinoian and Pleistocene Qt4 pre-Illinoian Qaf Description of map units spring. The second area is slightly drier, and has sandier soils. In the first area soil types are mainly saline Leshara silt loam, Leshara silt loam, Grigston silt loam, and Wann loam. Soils in Qfp Floodplain deposits (Holocene)—Lowest floodplain and island areas of the Platte River. the second area are Anselmo fine sandy loam, Meadin loamy sand, Meadin silt loam, and Deposits of this unit are mostly poorly sorted and clast supported. They consist of O'Neill fine sandy loam. This terrace stands at an average of 5 ft above the floodplain unconsolidated gravel in a sandy or silty matrix interbedded with or overlain by sandy silt Qt1b Terrace 1b deposits (Holocene)—Deposits of the first terrace above the Platte River floodplain on and silty sand. Clasts are round to subangular and are composed of plutonic, metamorphic, the north side of the river. This terrace is somewhat higher and better drained, and may be and sedimentary rock types. Outside the active channels, many soil types are at the surface slightly older than the Qt1a terrace on the south side of the river. This was the only terrace of this unit, including Gothenburg soils or comparable Loamy alluvial beds, Platte loam or identified between the river and the loess hills on the north side of the river, and thus covers a comparable Platte soils, Gibbon loam, Lex loam, Alda loam, Leshara and Gibbon silt loam, significant portion of the map (about 24 square miles). A large number of soil types occur on Qt1b Platte-Alda complex, and Platte-Wann complex. The Gothenburg soil and corresponding this terrace, including the Cozad series, Gosper series, Hord series, Rusco silt loam, and Wood Loamy alluvial beds are the most abundant soil types recognized where Qfp is mapped River series. This terrace stands at an average of 7.5 ft above the floodplain Qaf Alluvial fan deposits (Holocene)—An apron of alluvium derived from and deposited at the Qt2 Terrace 2 deposits (Holocene? and Pleistocene)—Deposits of the second terrace above the Platte base of the loess hills in the northeastern part of the map. The unit extends southward over River floodplain on the south side of the river. In plan view, this terrace is triangular, wedging the Qt1b terrace. Soil types consist of Uly-Holdrege-Coly silt loams, Hobbs silt loam, out because of erosion by the Platte River just to the west of the map boundary. The terrace Cozad silt loam, and Hord silt loam widens eastward to about the middle of the quadrangle; in the southeast part of the map the Qal Alluvium (Holocene)—Thin veneer of alluvium derived mainly from stream that enters the map terrace is mantled by dune deposits of Qd. The northern edge of the terrace is defined by a from the south in section 34, T. 8 N., R. 19 W. Soil types consist primarily of Wann loam topographic break and by a change to the soil types Kenesaw silt loam and Kenesaw and Coly and lesser amounts of Leshara silt loam and Hord silt loam. Overlies terrace Qt1a and silt loams. Soil types over most of this terrace are Hord silt loam. Kenesaw silt loam occurs Qt1b northern edge of dune field Qd in the southeastern part of the quadrangle mainly along the eastern edge of exposure. This terrace stands at an average of 45 ft above the Qd Dune deposits (Holocene and Pleistocene)—Main dune area in southeast part of the map floodplain consists of wind-deposited dune sand and sheet sand intermixed with alluvial material in Qt3 Terrace 3 deposits (Pleistocene)—Deposits of the third terrace above the Platte River floodplain drainages. Soil types are heterogeneous, and include Valentine loamy sand, the Anselmo on the south side of the river. In plan view this terrace narrows to the west and was removed by series, Kenesaw silt loam, and Kenesaw-Coly silt loam. Small areas of Qd mapped in and Platte River erosion in about the middle of the adjacent Overton quadrangle. The terrace south of the Platte River channel are composed of small dunes and sandy zones intermixed widens to the southeast and is partially mantled by dune deposits in the south-central part of with other soil types. Dunes in the main area of deposition have relief of as much as 40 ft. the map. The southern edge of the terrace trends generally east-west just south of the map Dunes in other areas have relief of 10 ft or less. Eolian deposits in the southeast part of the boundary. Soils on this terrace are the same as those on the Qt2 terrace. A change to Kenesaw 42’ 30” 42’ map overlie and obscure older terrace deposits silt loam and Kenesaw and Coly silt loams mark the northern edge of the terrace. The majority 30” Ql Loess (Pleistocene and Holocene)—Loess that forms hills at the northeast corner of the map. of the terrace surface is composed of Hord silt loam, with some Kenesaw silt loam along the Soil types are mainly Uly silt loam, Coly silt loam, Holdrege silt loam, and Uly and eastern-most exposures. This terrace stands at an average of 50 ft above the floodplain Holdrege silt loams, combined. Loess probably consists of the Pleistocene Peoria Loess and Qt4 Terrace 4 deposits (Pleistocene)—Deposits of the fourth terrace above the Platte River floodplain. the Holocene Bignell Loess Only a small part of this terrace occurs in the Elm Creek West quadrangle, in the southwest Qt1b Qt1a Terrace 1a deposits (Holocene)—Deposits of the first terrace above the Platte River floodplain corner of the map. Soil type is Holdrege silt loam. This terrace stands at an average of 97.5 ft on the south side of the river. Two areas of this terrace were mapped; (1) immediately above the floodplain adjacent to the Platte River floodplain (Qfp), in the western and central parts of the map, Contact and (2) immediately south of the Qal unit, about 0.75 mile south of the river floodplain in the eastern part of the map. In the first area the surface is cut by numerous small abandoned Location of test well stream channels; low areas are boggy and hold standing water in the + 28-B-47 + Qfp Qd Qd Qfp Qfp 31-B-47 30-B-47 29-B-47 28-B-47 Soil Qfp Clay Qd Qd Qd Qfp Qd 29-B-47 + Qt1a Silt 40’ Qd Qd 40’ Qd Sand & gravel Qt1a Qd Qd Qd Qd Ogallala Group Qd Qd Qal Qd Qal Qd Pierre Shale 30-B-47 Qd + Qt1a FEET 100 Qt1a 80 60 Qt2 40 20 Qt3 0 Qd 31-B-47+ Graphical representations of test wells in the Elm Creek West quadrangle Qd Qt3 Qt4 40°37’30” 99°30’ 40°37’30” 27’30” 25’ 99°22’30” A Base from U.S. Geological Survey 6° SCALE 1: 24 000 Geology mapped by Steven M. Condon, 1999 Elm Creek West Quadrangle, H T 1 1/2 0 1 MILE Condon, Steven, M., 2005, Geologic R H Nebraska. T R Studies of the Platte River, South-central 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET NEBRASKA Nebraska, and adjacent areas—geologic TRUE NO MAGNETIC NO 1 .5 0 1 KILOMETER maps, subsurface study, and geologic history: U.S. Geological Survey Profes- APPROXIMATE MEAN QUADRANGLE LOCATION sional Paper 1706. DECLINATION, 2005 CONTOUR INTERVAL 40 FEET NATIONAL GEODETIC VERTICAL DATUM OF 1929 Southwest to northeast topographic profile across the Elm Creek West quadrangle A' A FEET Qt4 terrace Qt3 terrace Qt2 terrace Qt1a terrace Floodplain Qt1b terrace Alluvial fan Loess hills FEET 2,390 2,390 2,370 Phelps County canal 2,370 2,350 2,350 2,330 0 Excavation for irrigation ditch y 3 a k w 2,330 k ee r 2,310 ee r 2,310 falo C .S. High f U 2,290 Elm C Interstate 80 Platte River channels Bu 2,290 2,270 2,270 Vertical exaggeration X 30 Geologic Map and Topographic Profile of the Elm Creek West Quadrangle, Nebraska By Steven M. Condon 2005.
Recommended publications
  • A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used As a Training Tool
    A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Item Type Report Authors Darrow, Margaret M.; Huang, Scott L.; Obermiller, Kyle Publisher Alaska University Transportation Center Download date 26/09/2021 04:55:55 Link to Item http://hdl.handle.net/11122/7546 A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Final Report December 2011 Prepared by PI: Margaret M. Darrow, Ph.D. Co-PI: Scott L. Huang, Ph.D. Co-author: Kyle Obermiller Institute of Northern Engineering for Alaska University Transportation Center REPORT CONTENTS TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................ 1 2.0 REVIEW OF UNSTABLE SOIL SLOPES IN PERMAFROST AREAS ............................... 1 3.0 THE NELCHINA SLIDE ..................................................................................................... 2 4.0 THE RICH113 SLIDE ......................................................................................................... 5 5.0 THE CHITINA DUMP SLIDE .............................................................................................. 6 6.0 SUMMARY ......................................................................................................................... 9 7.0 REFERENCES ................................................................................................................. 10 i A STUDY OF UNSTABLE SLOPES IN PERMAFROST AREAS 1.0 INTRODUCTION
    [Show full text]
  • The Distribution of Silty Soils in the Grayling Fingers Region of Michigan: Evidence for Loess Deposition Onto Frozen Ground
    Geomorphology 102 (2008) 287–296 Contents lists available at ScienceDirect Geomorphology journal homepage: www.elsevier.com/locate/geomorph The distribution of silty soils in the Grayling Fingers region of Michigan: Evidence for loess deposition onto frozen ground Randall J. Schaetzl ⁎ Department of Geography, 128 Geography Building, Michigan State University, East Lansing, MI, 48824-1117, USA ARTICLE INFO ABSTRACT Article history: This paper presents textural, geochemical, mineralogical, soils, and geomorphic data on the sediments of the Received 12 September 2007 Grayling Fingers region of northern Lower Michigan. The Fingers are mainly comprised of glaciofluvial Received in revised form 25 March 2008 sediment, capped by sandy till. The focus of this research is a thin silty cap that overlies the till and outwash; Accepted 26 March 2008 data presented here suggest that it is local-source loess, derived from the Port Huron outwash plain and its Available online 10 April 2008 down-river extension, the Mainstee River valley. The silt is geochemically and texturally unlike the glacial fl Keywords: sediments that underlie it and is located only on the attest parts of the Finger uplands and in the bottoms of Glacial geomorphology upland, dry kettles. On sloping sites, the silty cap is absent. The silt was probably deposited on the Fingers Loess during the Port Huron meltwater event; a loess deposit roughly 90 km down the Manistee River valley has a Permafrost comparable origin. Data suggest that the loess was only able to persist on upland surfaces that were either Kettles closed depressions (currently, dry kettles) or flat because of erosion during and after loess deposition.
    [Show full text]
  • S41598-021-96384-7.Pdf
    www.nature.com/scientificreports OPEN A mechanical insight into the triggering mechanism of frequently occurred landslides along the contact between loess and red clay Baoqin Lian1, Xingang Wang1*, Kai Liu1, Sheng Hu2 & Xiao Feng3 The triggering mechanism and movement evolution of loess-red clay landslides, which occurred frequently along the contact between the loess and red clay on the Loess Plateau, are closely related to the mechanical properties of the contact surface. This work presents an experimental investigation on loess, clay and loess-red clay interlaminar (LRCI) samples obtained from a typical loess-red clay landslide in northern part of Shaanxi province of China, using a series of ring shear tests, microscopic observation and scanning electron microscopy tests, in an attempt to explore the mechanical behavior of loess, clay and LRCI samples with variation in moisture content, normal stress and shear rate. The results revealed that for all specimens, both the peak shear strength τp and the residual shear strength τr decreased with increasing moisture content, among which, moisture content has the greatest infuence on the τp and τr of red clay, followed by the LRCI specimen, and the loess specimen is least afected by moisture content. Meanwhile, exponential functions describing the correlations between shear strength and moisture content of LRCI, red clay and loess specimens were proposed. Furthermore, the macroscopic morphological characteristics and the microstructure of shear surface obtained from the LRCI specimens showed that a localized water accumulation was built up within the shear surface as the water content increases to some extent, and a high degree of liquefaction developed within shear surface when the moisture content reached to the saturate degree.
    [Show full text]
  • Summarization and Comparison of Engineering Properties of Loess in the United States
    Summarization and Comparison of Engineering Properties of Loess in the United States J. B. SHEELER, Associate Professor of Civil Engineering, Iowa State University •LARGE deposits of loess are found in many parts of the United States, but published values of the engineering properties of loess are relatively scarce. The data in this paper were gathered to indicate similarities and compare the properties of loess from one area with another. Loess is composed primarily of rather loosely arranged angular grains of sand, silt, and clay. Silt is usually the dominant size. Calcite is also generally present in amounts ranging from zero to more than 10 percent of the total soil.. The aeolian hypothesis of loess deposition is compatible with the physical charac­ teristics of undisturbed loess masses. This hypothesis states that fine-grained ma­ terial was transported, sorted, and redeposited by wind action and thus became loess. During deposition, moisture and clay minerals are believed responsible for cementing the coarser grains together to form a loose structure. The loess is therefore subject to loss of shear strength due to water softening the clay bonds and to severe consolida­ tion caused by a combination of loading and moisture. Loess is usually thought of as an aeolian material that was deposited thousands of years ago and has remained in place since the time of deposition. Loess that has been eroded and redeposited is often referred to as redeposited loess, reworked loess or more simply as a silt deposit. This implies that the word loess indicates an aeolian soil, undisturbed since deposition. Certain engineering properties of loess, such as shear strength, are quite drastically changed by erosion and redeposition.
    [Show full text]
  • Liquid Silts - Their Occurrence and Distribution in Loess Robert Odell Lamb Iowa State University
    Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1985 Liquid silts - their occurrence and distribution in loess Robert Odell Lamb Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Civil Engineering Commons Recommended Citation Lamb, Robert Odell, "Liquid silts - their occurrence and distribution in loess " (1985). Retrospective Theses and Dissertations. 7866. https://lib.dr.iastate.edu/rtd/7866 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. INFORMATION TO USERS This reproduction was made from a copy of a document sent to us for microfilming. While the most advanced technology has been used to photograph and reproduce this document, the quality of the reproduction is heavily dependent upon the quality of the material submitted. The following explanation of techniques is provided to help clarify markings or notations which may appear on this reproduction. 1.The sign or "target" for pages apparently lacking from the document photographed is "Missing Page(s)". If it was possible to obtain the missing page(s) or section, they are spliced into the film along with adjacent pages. This may have necessitated cutting through an image and duplicating adjacent pages to assure complete continuity. 2. When an image on the film is obliterated with a round black mark, it is an indication of either blurred copy because of movement during exposure, duplicate copy, or copyrighted materials that should not have been filmed.
    [Show full text]
  • Study on the Mechanism of Loess Landslide Induced by Chlorine Salt in Heifangtai Terran
    Japanese Geotechnical Society Special Publication 7th Asia-Pacific Conference on Unsaturated Soils (AP-UNSAT2019) Study on the mechanism of loess landslide induced by chlorine salt in Heifangtai terran Juan Wang i ,ii), Wei Liu i ,ii), Wenwu Chen i ,ii), Peng Liu i ,ii) , Bobo Jia i ,ii), He Xu i ,ii) , Li Wen iii) i) Department of Geological Engineering, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, China ii) Key Laboratory of Mechanics on Disaster and Environment in Western China, Ministry of Education, China iii) School of Information Science and Technology, Lanzhou University, Lanzhou 730000,China ABSTRACT It is well known that water content is the key factor affecting the loess strength. In arid and semi-arid regions, the salt content in pore solution of loess is relatively high. Rainfall or irrigation can change the water content of loess and induce geological disasters such as loess landslide and loess mud flow. In this paper, Heifangtai, Gansu Province, is chosen as the study site, where is the most typical place of loess landslides. The occurrence of loess landslides is closely related to water, salt. In order to investigate the interaction rules of these three factors, a series of pressure plate apparatus tests and undrained shear tests were conducted on saturated loess, to investigate the degradation mechanism of loess strength caused by the interaction between water and salt.The results showed that: NaCl concentration had a significant effect on the matrix suction, i.e. the water retention capacity of loess sample increased as the increase of NaCl concentration,especially in the boundary effect zone (low suction zone, soil almost saturated), concerning the remolded loess samples having a same dry density.The increase of NaCl concentration in pore water can also lead to the decrease of shear strength of saturated loess, especially for the cohesion.
    [Show full text]
  • Differential Settlement of Foundations on Loess
    Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (2013) - Seventh International Conference on Geotechnical Engineering Case Histories in Geotechnical Engineering 02 May 2013, 2:00 pm - 3:30 pm Differential Settlement of Foundations on Loess Dušan Milović University of Novi Sad, Serbia Mitar Djogo University of Novi Sad, Serbia Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Milović, Dušan and Djogo, Mitar, "Differential Settlement of Foundations on Loess" (2013). International Conference on Case Histories in Geotechnical Engineering. 10. https://scholarsmine.mst.edu/icchge/7icchge/session02/10 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conference on Case Histories in Geotechnical Engineering by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. DIFFERENTIAL SETTLEMENT OF FOUNDATIONS ON LOESS Dušan Milović Mitar Djogo University of Novi Sad University of Novi Sad Novi Sad, SERBIA Novi Sad, SERBIA ABSTRACT Experience gained during several decades shows that the loess soil in some cases undergoes structural collapse and subsidence due to inundation and that in some other cases the sensitivity of loess to the collapse is considerably less pronounced. In this paper the behaviour of three 12 story buildings A, B and C, of the same static system and the identical shapes have been analyzed.
    [Show full text]
  • The "Palouse Soil" Problem with an Account of Elephant Remains in Wind-Borne Soil on the Columbia Plateau of Washington
    THE "PALOUSE SOIL" PROBLEM WITH AN ACCOUNT OF ELEPHANT REMAINS IN WIND-BORNE SOIL ON THE COLUMBIA PLATEAU OF WASHINGTON By KIRK BRYAN INTRODUCTION Wheat is the great crop of eastern Washington. Grown on an extensive scale with all the ingenuity of modern labor-saving devices, it forms the basis for the stable prosperity of the " Inland Empire " which has its commercial center at Spokane. Deep, rich soil is the controlling factor in the growth of wheat in this area, for the rain­ fall is light, though advantageously concentrated in the winter sea­ son. The system of summer fallow is necessary to conserve the mois­ ture of one season into the next, but thereby one-half the land lies plowed and idle. The wheat region, therefore, is a checkerboard of bare brown rectangles of plowed land alternating with rectangles of wheat that are green, gold, or buff according to the season. The great Columbia Plateau, underlain except in a few small areas by basalt flows several hundred feet thick, has nearly every­ where a mantle of so-called soil, deep and retentive of moisture, the basis of this great wheat growing industry. This " soil" * is a fine­ grained mass that is intimately dissected into hills and valleys. (PI. 4, A and B.) The little valleys are usually cut to or just below the level of the underlying basalt, so that the height of the hills, from 100 to 150 feet, measures the thickness of this " soil." This material is locally known as " Palouse soil," from the rich wheat-growing area along Palouse Kiver south of Spokane, which is popularly known as the " Palouse country." The Bureau of Soils, as shown in the summary of the history of the subject, on pages 22-26, recognizes in the region a number of soil series, only, one of which bears the name Palouse.
    [Show full text]
  • Petrographic and Engineering Properties of Loess
    BNGINEERING MONOGRAPHS No. 28 United States Department of the Interior BUREAU OF RECLAMATION PETROGRAPHIC AND ENGINEERING PROPERTIES OF LOESS by H. J. Gibbs and W. Y. Holland November 1960 $1.00 ~ BUREAU OF RfCLAMA nON l' Cr~~ DENVER UBf!ARY If t (/l I'I'II~'IIIII~/II"~III'920251b3 tl J t, \r , ;;"" 1; "," I. I ,' ;' ~'", r '.'" United States Department of the Interior 'Jo' 0 I .'.~!1 .~ j FRED A. SEA TON, Secretary Bureau of Reclamation FLOYD E. DOMINY, COMMISSIONER GRANT BLOODGOOD, Assistant Commissioner and Chief Engineer Engineering Monograph No. 28 PETROGRAPHIC AND ENGINEERING PROPERTIES OF LOESS by H. J. Gibbs, Head, Special Investigations and Research Section Earth Laboratory Branch and W. Y. Holland, Head, Petrographic Laboratory Section, Chemical Engineering Laboratory Branch Commissioner's Office, Denver, Colorado Technical Information Branch Denver Federal Center Denver, Colorado ENGINEERING MONOGRAPHS are published in lirnit~d ~@ition~for till! tl!chnicA.l !t!.ff of the Bureau of Reclamation and interested technical circles in Government and private agencies. Their purpose is to record devel- opments, innovations, and progress in the engineering and scientific techniques and practices that are employed in the planning, design, construction, and operation of Recla- mation structures and equipment. Copies may be obtained from the Bureau of Recla- mation' Denver Federal Center, Denver, Colorado, and Washington, D. C. CONTENTS Page INTRODUCTION. 1 GENERAL DESCRIPTION OF LOESS. 1 ORIGIN OF LOESS. 4 DETAILED DESCRIPTION OF LOESS. 6 Type of Matrix. 7 Cementation. 8 Particle Shape. 8 Granular Components. 9 Grain Coatings. 9 OBSERVATION OF PHYSICAL PROPERTIES. 9 Location of Engineering Studies.
    [Show full text]
  • Uranium Isotopes and Dissolved Organic Carbon in Loess Permafrost: Modeling the Age of Ancient Ice
    Uranium isotopes and dissolved organic carbon in loess permafrost: Modeling the age of ancient ice Authors: S.A. Ewing, J.B. Paces, J.A. O’Donnell, M.T. Jorgenson, M.Z. Kanevskiy, G.R. Aiken, Y. Shur, J.W. Harden, & R. Striegl NOTICE: this is the author’s version of a work that was accepted for publication in Geochimica et Cosmochimica Acta. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Geochimica et Cosmochimica Acta, Volume 152, March 2015, DOI# 10.1016/j.gca.2014.11.008 Ewing, S.A., J.B. Paces, J.A. O’Donnell, M.T. Jorgenson, M.Z. Kanevskiy, G.R. Aiken, Y. Shur, J.W. Harden, and R. Striegl. “Uranium Isotopes and Dissolved Organic Carbon in Loess Permafrost: Modeling the Age of Ancient Ice.” Geochimica et Cosmochimica Acta 152 (March 2015): 143–165. doi:10.1016/j.gca.2014.11.008. Made available through Montana State University’s ScholarWorks scholarworks.montana.edu Uranium isotopes and dissolved organic carbon in loess permafrost: Modeling the age of ancient ice ⇑ S.A. Ewing a,b, , J.B. Paces c, J.A. O’Donnell a,d,e,1, M.T. Jorgenson f, M.Z. Kanevskiy d, G.R. Aiken a, Y. Shur d, J.W. Harden g, R. Striegl a aU.S. Geological Survey, 3215 Marine St., Suite E-127, Boulder, CO 80303, U.S.
    [Show full text]
  • Loess Records
    Chapter 16 Loess Records Daniel R. Muhs, Stephen R. Cattle, Onn Crouvi, Denis-Didier Rousseau, Jimin Sun, and Marcelo A. Zárate Abstract Loess is aeolian sediment, dominated by silt-sized particles, that is identifiable in the field as a distinct sedimentary body. It covers a significant portion of the land surface of the Earth and as such constitutes one of the most important archives of long-term dust deposition. Large tracts of loess cover Europe, Asia, South America, and North America, and smaller loess bodies are found covering parts of Africa, the Middle East, New Zealand, and Australia. Loess thickness, particle size, and carbonate content decrease downwind from sources, trends that are powerful tools for reconstructing paleowinds. Many loess sections consist of D.R. Muhs () U.S. Geological Survey, Federal Center, MS 980, Box 25046, Denver, CO 80225, USA e-mail: [email protected] S.R. Cattle Faculty of Agriculture and Environment, The University of Sydney, Sydney, NSW 2006, Australia e-mail: [email protected] O. Crouvi Geological Survey of Israel, 30 Malkhe Israel St., Jerusalem 95501, Israel e-mail: [email protected] D.-D. Rousseau Ecole Normale Supérieure, Laboratoire de Météorologie Dynamique, UMR CNRS-ENS 8539 & CERES-ERTI, 24 rue Lhomond, 75231 Paris Cedex 5, France Lamont-Doherty Earth Observatory, Columbia University, Palisades, NY 10964, USA e-mail: [email protected] J. Sun Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, China e-mail: [email protected] M.A. Zárate Instituto de Ciencias de la Tierra y Ambientales de la Pampa (INCITAP), Avenida Uruguay 151, 6300 Santa Rosa La Pampa, Argentina e-mail: [email protected] P.
    [Show full text]
  • Chapter 8 Section 2 Exhibit
    Soil Series Characteristics Updated 6/25/2020 Water Pedological Pedalogical DGI Frost Index K Factor Drainage Hydrologic Bedrock Table Description Cross-Reference Name Symbol Factor Group Depth B C D B C D B C D Depth Abbaye Absco Absocta MI0082 - 2 - F-2 - 250 MW SANDY ALLUVIUM > 5 FEET THICK CAREYVILLE Ackmore IA0188 20 16 F-4 F-4 75 100 SP 24 B Silty clay loam, silt loam WASHTENAW Adder Adolph MN0188 14 14 F-3 F-3 125 125 P-VP WET SILTY CLAY AND SILT OVER TILL AUBURNDALE Adrian MI0028 Muck over sand PEAT Aftad Ahmeek MN0157 12 2 F-4 F-2 150 300 MW BOULDERY SAND WITH FINES SILTY ALLUVIUM OVER LAC. SLT & Akan WI0260 14 F-4 125 P-VP ORION CLY LOAMY DEPOSITS OVER SILT AND Alban WI0010 12 12 F-4 F-4 150 150 MW EAUPLEINE SAND Alcona MI0177 14 14 F-4 F-4 125 125 W LOAMY SOLA OVER SILT AND SAND BOHEMIAN Algansee MI0123 2 2 F-2 F-2 250 250 SP SANDY ALLUVIUM > 5 FEET THICK BREMS Allendale MI0185 12 12 F-3 F-4 150 150 SP 12 C Fine sandy loam over silty clay TUSTIN Allouez 4 0 F-2 F-0 250 300 W LOAMY GRAVELLY BEACH DEPOSITS PENCE SILT OVER SAND WITH COHERENT Almena WI0262 14 14 14 F-4 F-3 F-3 125 125 125 SP FINES Alpena MI0124 0 F-0 250 E - A Stratified extremely gravelly sand to sand Alstad WI0218 10 10 F-3 F-3 200 200 SP SILTY CLAY TILL Water Pedological Pedalogical DGI Frost Index K Factor Drainage Hydrologic Bedrock Table Description Cross-Reference Name Symbol Factor Group Depth B C D B C D B C D Depth WET SILTY CLAY AND SILT OVER Altdorf WI0031 14 14 F-3 F-3 125 125 P-VP RESIDUUM Altoona WI0263 12 0 F-3 F-0 155 300 SP LOAMY DEPOSIT OVER SANDSTONE
    [Show full text]