PHOTO-INTERPRETATION in MILITARY Geologyl John T
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Infiltration from the Pedon to Global Grid Scales: an Overview and Outlook for Land Surface Modeling
Published June 24, 2019 Reviews and Analyses Core Ideas Infiltration from the Pedon to Global • Land surface models (LSMs) show Grid Scales: An Overview and Outlook a large variety in describing and upscaling infiltration. for Land Surface Modeling • Soil structural effects on infiltration in LSMs are mostly neglected. Harry Vereecken, Lutz Weihermüller, Shmuel Assouline, • New soil databases may help to Jirka Šimůnek, Anne Verhoef, Michael Herbst, Nicole Archer, parameterize infiltration processes Binayak Mohanty, Carsten Montzka, Jan Vanderborght, in LSMs. Gianpaolo Balsamo, Michel Bechtold, Aaron Boone, Sarah Chadburn, Matthias Cuntz, Bertrand Decharme, Received 22 Oct. 2018. Agnès Ducharne, Michael Ek, Sebastien Garrigues, Accepted 16 Feb. 2019. Klaus Goergen, Joachim Ingwersen, Stefan Kollet, David M. Lawrence, Qian Li, Dani Or, Sean Swenson, Citation: Vereecken, H., L. Weihermüller, S. Philipp de Vrese, Robert Walko, Yihua Wu, Assouline, J. Šimůnek, A. Verhoef, M. Herbst, N. Archer, B. Mohanty, C. Montzka, J. Vander- and Yongkang Xue borght, G. Balsamo, M. Bechtold, A. Boone, S. Chadburn, M. Cuntz, B. Decharme, A. Infiltration in soils is a key process that partitions precipitation at the land sur- Ducharne, M. Ek, S. Garrigues, K. Goergen, J. face into surface runoff and water that enters the soil profile. We reviewed the Ingwersen, S. Kollet, D.M. Lawrence, Q. Li, D. basic principles of water infiltration in soils and we analyzed approaches com- Or, S. Swenson, P. de Vrese, R. Walko, Y. Wu, and Y. Xue. 2019. Infiltration from the pedon monly used in land surface models (LSMs) to quantify infiltration as well as its to global grid scales: An overview and out- numerical implementation and sensitivity to model parameters. -
DOGAMI GMS-5, Geology of the Powers Quadrangle, Oregon
o thickness of about 1,500 feet. The southern outcrop terminates against the Sixes River fault, indicat Intermediate intrusive rocks, mainly diorite and quartz diorite, intrude the Gal ice Formation ing that the last movement involved down-faulting along the north side. south of the Sixes River fault. One stock, covering nearly 2 square miles, is bisected by Benson Creek, Megafossils are present in some of the bedded basal sandstone. Forominifera examined by W. W. and numerous small dikes are present nearby. One of the largest dikes extends from Rusty Creek eastward Rau (Baldwin, 1965) collected a short distance west of the mouth of Big Creek along the Sixes River were through the Middle Fork of the Sixes River into Salman Mountain. These intrusive racks are described by assigned a middle Eocene age . A middle Eocene microfauna in beds of similar age near Powers was ex Lund and Baldwin ( 1969) and are correlated with the Pearse Peak diorite of Koch ( 1966). The Pearse amined by Thoms (Born, 1963), and another outcrop along Fourmile Creek to the north contained a mid Peak body, which intrudes the Ga lice Formation along Elk River to the south, is described by Koch (1966, GEOLOGICAL MAP SERIES dle Eocene molluscan fauna (Allen and Baldwin, 1944). Phillips (1968) also collected o middle Eocene p. 51-52) . fauna in middle Umpqua strata along Fourmile Creek, o short distance north of the mapped area. Lode gold deposits reported by Brooks and Ramp ( 1968) in the South Fork of the Sixes drainage and on Rusty Butte are apparently associated with the dioritic intrusive bodies. -
Fast Hydraulic Erosion Simulation and Visualization on GPU
Fast Hydraulic Erosion Simulation and Visualization on GPU Xing Mei Philippe Decaudin Bao-Gang Hu CASIA-LIAMA/NLPR, Beijing, China INRIA-Evasion, Grenoble, France CASIA-LIAMA/NLPR, Beijing, China xmei@(NOSPAM)nlpr.ia.ac.cn & CASIA-LIAMA, Beijing, China hubg@(NOSPAM)nlpr.ia.ac.cn philippe.decaudin@(NOSPAM)imag.fr Figure 1. Illustration of our erosion simulation on a ”PG”-shaped mountain. (a) The initial terrain. (b) Terrain is being eroded by rainfall. The dissolved soil (denoted by green color) is transported by the water flow (blue). (c) The eroded terrain and the deposited sediment (red) after the rainfall and during the evaporation. Abstract 1. Introduction Natural mountains and valleys are gradually eroded by Natural terrains exhibit a lot of complex shapes such rainfall and river flows. Physically-based modeling of this as valleys, ridges, sand ripples and crests. These geomor- complex phenomenon is a major concern in producing re- phological structures are mostly determined by the erosion alistic synthesized terrains. However, despite some recent phenomenon: soil is dissolved and transported by the wa- improvements, existing algorithms are still computationally ter flow, sand is carried away by the wind, and stones are expensive, leading to a time-consuming process fairly im- decomposed into small blocks by the temperature. Erosion practical for terrain designers and 3D artists. simulation has always been an important research topic in landscape design [5, 8], since it greatly enhances the realism In this paper, we present a new method to model the hy- of the synthesized terrains. draulic erosion phenomenon which runs at interactive rates We focus on hydraulic erosion, which is the predominant on today’s computers. -
State Standard for Hydrologic Modeling Guidelines
ARIZONA DEPARTMENT OF WATER RESOURCES FLOOD MITIGATION SECTION State Standard For Hydrologic Modeling Guidelines Under the authority outlined in ARS 48-3605(A) the Director of the Arizona Department of Water Resources establishes the following standard for Hydrologic Modeling Guidelines in Arizona. State Standard for Hydrologic Modeling, or “guidelines for the experienced modeler”, has been developed to address hydrologic conditions for a variety of statewide watersheds. Included are problems and situations identified by the State Standard Work Group (SSWG) and floodplain managers. The intended audience is statewide; engineers, professionals and Floodplain Administrators. The following topics are included: • Hydrologic Model comparison and recommendation • Guidelines and parameters • Model application for specific situations, and associated hydrologic parameters • Precipitation values (NOAA 14) • Storm duration • Unique conditions, such as wildfire burn, overgrazing, logging, drought, rapid snowmelt, urbanization. The State Standard includes examples addressing the above key issues. This requirement is effective August, 2007. Copies of this State Standard and the State Standard Technical Supplement can be obtained by contacting the Department’s Water Engineering Section at (602) 771-8652. SS10-07 1 August 2007 TABLE OF CONTENTS 1.0 Introduction.......................................................................................................5 1.1 Purpose and Background .......................................................................5 -
Memorial to Esther Aberdeen Holm 1904-1984 9
Memorial to Esther Aberdeen Holm 1904-1984 FRANK C. WHITMORE, JR. Dept, of Paleobiology, National Museum of Natural History, Washington, D .C. 20560 Like many of her generation, Esther Aberdeen found her career affected in unexpected and fascinating ways by World War II. She was bom in Chicago on January 6, 1904; her father was a trainman for the Chicago, Milwaukee and St. Paul. Esther’s early interest in geology, like that of many of us, probably stemmed from her childhood environment—in her case, from excursions to the beaches of Lake Michigan, where her curiosity was aroused by the sands and water-worn pebbles she found there. Encouraged especially by her mother, Esther entered Northwestern University, where she worked her way through college as a stenographer in an advertising company. After graduating in 1928, she worked for a year as a physical education instructor at the YWCA in St. Joseph, Michigan. She then returned to Northwestern, where she received the M.S. in 1931. She continued at Northwestern as a tutor in geology until the fall of 1933, when she entered graduate school at the University of Chicago. Her studies there were interrupted for a year (1934-1935) when she served as an instructor in geology at Milwaukee-Downer College. She received her Ph.D. from Chicago in 1937, with a major in paleontology. In 1936, Esther was appointed instructor in geology at Wellesley College. Subsequently promoted to assistant professor, she remained there until 1942, when she was recruited by W. H. Bradley for the newly formed Military Geology Unit (later, Military Geology Branch) of the U.S. -
Gettysburg National Military Park & Eisenhower National Historic Site
National Park Service U.S. Department of the Interior Natural Resource Program Center Gettysburg National Military Park & Eisenhower National Historic Site Geologic Resources Inventory Report Natural Resource Report NPS/NRPC/GRD/NRR—2009/083 THIS PAGE: North Carolina State Monument (NPS Photo) ON THE COVER: Gettysburg NMP, looking toward Cemetery Ridge Cover photo by Bill Dowling, courtesy of the Gettysburg Foundation Gettysburg National Military Park and Eisenhower National Historic Site Geologic Resources Inventory Report Natural Resource Report NPS/NRPC/GRD/NRR—2009/083 Geologic Resources Division Natural Resource Program Center P.O. Box 25287 Denver, Colorado 80225 March 2009 U.S. Department of the Interior National Park Service Natural Resource Program Center Denver, Colorado The Natural Resource Publication series addresses natural resource topics that are of interest and applicability to a broad readership in the National Park Service and to others in the management of natural resources, including the scientific community, the public, and the NPS conservation and environmental constituencies. Manuscripts are peer-reviewed to ensure that the information is scientifically credible, technically accurate, appropriately written for the intended audience, and is designed and published in a professional manner. Natural Resource Reports are the designated medium for disseminating high priority, current natural resource management information with managerial application. The series targets a general, diverse audience, and may contain NPS policy considerations or address sensitive issues of management applicability. Examples of the diverse array of reports published in this series include vital signs monitoring plans; "how to" resource management papers; proceedings of resource management workshops or conferences; annual reports of resource programs or divisions of the Natural Resource Program Center; resource action plans; fact sheets; and regularly-published newsletters. -
Natural Drainage Basins As Fundamental Units for Mine Closure Planning: Aurora and Pastor I Quarries
Natural Drainage Basins as Fundamental Units for Mine Closure Planning: Aurora and Pastor I Quarries Cristina Martín-Moreno1, María Tejedor1, José Martín1, José Nicolau2, Ernest Bladé3, Sara Nyssen1, Miguel Lalaguna2, Alejandro de Lis1, Ivón Cermeño-Martín1 and José Gómez4 1. Faculty of Geological Sciences, Universidad Complutense de Madrid, Spain 2. Polytechnic School, Universidad de Zaragoza, Spain 3. Institut FLUMEN, Universitat Politècnica de Catalunya, Spain 4. Fábrica de Alcanar, Cemex España ABSTRACT The vast majority of the Earth’s ice-free land surface has been shaped by fluvial and related slope geomorphic processes. Drainage basins are consequently the most common land surface organization units. Mining operations disrupt this efficient surface structure. Therefore, mine restoration lacking stable drainage basins and networks, “blended into and complementing the drainage pattern of the surrounding terrain” (in the sense of SMCRA 1977), will be always limited. The pre-mine drainage characteristics cannot be replicated, because mining creates irreversible changes in earth physical properties and volumes. However, functional drainage basins and networks, adapted to the new earth material properties, can and should be restored. Dominant current mine restoration practice, typically, either lacks a drainage network or has a deficient, non-natural, drainage design. Extensive literature provides evidence that this is a common reason for mined land reclamation failure. These conventional drainage engineered solutions are not reliable in the long term without guaranteed constant maintenance. Additionally, conventional landform design has low ecological and visual integration with the adjoining landscapes, and is becoming rejected by public and regulators, worldwide. For these reasons, fluvial geomorphic restoration, with a drainage basin approach, is receiving enormous attention. -
U.S. Geological Survey Library Classification System
U.S. Geological Survey Library Classification System U.S. GEOLOGICAL SURVEY BULLETIN 2010 AVAILABILITY OF BOOKS AND MAPS OF THE U.S. GEOLOGICAL SURVEY Instructions on ordering publications of the U.S. Geological Survey, along with prices of the last offerings, are given in the current-year issues of the monthly catalog "New Publications of the U.S. Geological Survey." Prices of available U.S. Geological Survey publications released prior to the current year are listed in the most recent annual "Price and Availability List." Publications that are listed in various U.S. Geological Survey catalogs (see back inside cover) but not listed in the most recent annual "Price and Availability List" are no longer available. Prices of reports released to the open files are given in the listing "U.S. Geological Survey Open-File Reports," updated monthly, which is for sale in microfiche from U.S. Geological Survey Book and Open-File Report Sales, Box 25425, Denver, CO 80225. Reports released through the NTIS may be obtained by writing to the National Technical Information Service, U.S. Department of Commerce, Springfield, VA 22161; please include NTIS report number with inquiry. Order U.S. Geological Survey publications by mail or over the counter from the offices given below. BY MAIL OVER THE COUNTER Books Books Professional Papers, Bulletins, Water-Supply Papers, Books of the U.S. Geological Survey are available over the Techniques of Water-Resources Investigations, Circulars, publications counter at the following U.S. Geological Survey Public Inquiries of general interest (such as leaflets, pamphlets, booklets), single copies Offices, all of which are authorized agents of the Superintendent of of Earthquakes & Volcanoes, Preliminary Determination of Epicenters, Documents: and some miscellaneous reports, including some of the foregoing series that have gone out of print at the Superintendent of Documents, are • ANCHORAGE, Alaska—Rm. -
The Influence of Geology on Battlefield Terrain and It's Affects on Military Operations in Mountains and Karst Regions: Examp
Rudarsko-geološko-naftni zbornik Vol. 19 str. 57 - 66 Zagreb, 2007. UDC 341.31:550.9 Original scientific paper UDK 341.31:550.9 Originalni znanstveni rad Language/Jezik:English/Engleski THE INFLUENCE OF GEOLOGY ON BATTLEFIELD TERRAIN AND IT’S AFFECTS ON MILITARY OPERATIONS IN MOUNTAINS AND KARST REGIONS: EXAMPLES FROM WW1 AND AFGHANISTAN UTJECAJ GEOLOGIJE BOJNOG POLJA NA VOJNE OPERACIJE U PLANINSKOM I KRŠKOM PODRUČJU: PRIMJERI IZ PRVOG SVJETSKOG RATA I IZ AFGANISTANA MARKO ZEČEVIĆ1, ENIO JUNGWIRTH2 1 Ministry of Defence, Material Resources Directorate, Bauerova 31, 10000 Zagreb, Croatia e-mail:[email protected] 2 Ministry of Defence, Institute for Researches and Development of Defense Systems, Ilica 256 b, 10000 Zagreb, Croatia e-mail:[email protected] Key words: Military geology, “geological intelligence”, mountain Ključne riječi: Vojna geologija, “geološko izvješćivanje”, ratovanje u warfare, karst regions, terrain analysis planinama, krška područja, analiza terena Abstract Sažetak During the World War I conflict between the Austrian and Italian Tijekom 1. svjetskog rata u sukobu između talijanske i austro-ugar- army, Austrian engineer units constructed hallways in the karst region of ske vojske na rijeci Soči, austrijske su inženjerijske postrojbe izgradile Soča river. Those hallways, karst phenomena (caverns, caves) and other tunele u kršu. Takvi umjetni objekti (tuneli) i prirodni krški fenomeni fortifications, gave the Austrian army a tactical advantage. The construc- (kaverne, prirodne spilje), kao i druge fortifikacije omogućile su austro- tion principle of caverns is the consequence of the geological structure ugarskoj vojsci prednost u taktičkom smislu. Princip izgradnje tunela of the terrain. We are watching another military conflict in Afghanistan. -
Hydraulic Erosion of Soil and Terrain Atira Odhner, Joseph Fleming 2009 Abstract
Hydraulic Erosion of Soil and Terrain Atira Odhner, Joseph Fleming 2009 Abstract We have developed an algorithm for hard and soft water-based terrain erosion. Additionally, we have added a rain generation into the simulator. The algorithm is based upon fluid simulation, but is simplified, while still preserving the fluid motion effects. Introduction Our goal is to design an algorithm that generates water-eroded terrain quickly for the purposes of artistic productions, rather than scientific study. We wish to simulate the effects of rivers and streams, taking into account erosion, transportation, and sedimentation. Other algorithms take into account full fluid simulation, but we wished to obtain similar results by using a less-costly yet water- based erosion algorithm. Previous Work There are many examples of previous work on the subject of erosion, as it is important for both the graphics community and the environmental conservation community. We have chosen a few that are both relevant to the our algorithm, and demonstrate natural and atmospheric effects related to our algorithm. Since there are so many similar works (often repeating themselves), these studies are introduced by relevance, rather than by year. In 2005, Beneš and Arriaga [1] proposed a method for generating table mountains. Table mountains are desert geological structures that are very narrow, yet water-based erosion; plateaus with almost vertical cliff walls. These mountains form through mostly thermal erosion rather than by; rock that is exposed deteriorates. For this reason, table mountains are found in desert environments. The algorithm in this paper is not water-based, but it relates to the erosion of river banks. -
Tracking Rainfall Impulses Through Progressively Larger Drainage Basins in Steep Forested Terrain
Tracking rainfall impulses through progressively larger drainage basins in steep forested terrain ROBERT R. ZIEMER & RAYMOND M. RICE USDA Forest Service,Pacific Southwest Forest and Range Experiment Station, Arcata, California 95521, USA ABSTRACT The precision of timing devices in modern electronic data loggers makes it possible to study the routing of water through small drainage basins having rapid responses to hydrologic impulses. Storm hyetographs were measured using digital. tipping bucket raingauges and their routing was observed at headwater piezometers located mid-slope, above a swale, and near the swale. Downslope, flow was recorded from naturally occurring soil pipes draining the 0.8-ha swale, Progressing downstream from the swale, streamflow was measured at stations gauging nested basins of 16, 156, 217, and 383 ha. Peak lag time significantly (p = 0.035) increased downstream. Peak unitareadischarge decreased downstream, but the relationship was not statistically significant (p = 0.456). The processes involved in the delivery of rainfall from hillsides, to swales, and through progessively larger stream channels in steep forested watersheds are not fully understood. Most hydrologic concepts concerning the routing of flood hydrographs have developed from observations on large rivers. It is usually assumed that downstream hydrographs are lagged in time and flattened to produce later peaks and smaller unit area peak discharges (Chow, 1964). There are few reports of hydrograph routing in small, steep upland watersheds. Researchers working in steep forested watersheds generally agree that classic Hortonian overland flow (Horton, 1933) rarely occurs because the infiltration rate of forest soils usually exceeds precipitation rates. Despite several studies conducted in the past 20 years,the pathways of muting rainfall into and through hillslope soils in forested basins remain poorly understood. -
Engineering Geology in Washington, Volume I Washington Diviaion of Geology and Euth Resources Bulletin 78
ENGINEERING GEOLOGY IN WASHINGTON Volume I RICHARD W. GALSTER, Chairman Centennial Volume Committee Washington State Section, Association of Engineering Geologists WASHINGTON DIVISION OF GEOLOGY AND EARTH RESOURCES BULLETIN 78 1989 Prepared in cooperation with the Washington State Section of the A~ociation or Engineering Geologists ''WNatural ASHINGTON STATE Resources DEPARTMENT OF Brian Boyle • Commlssloner 01 Public Lands Ari Stearns - Sup,,rvuor Division of Geology and Earth Resources Raymond LcumanJs. Slate Geologist The use of brand or trade names in this publication is for pur poses of identification only and does not constitute endorsement by the Washington Division of Geology and Earth Resources or the Association of Engineering Geologists. This report is for sale (as the set of two volumes only) by: Publications Washington Department of Natural Resources Division of Geology and Earth Resources Mail Stop PY-12 Olympia, WA 98504 Price $ 27.83 Tax 2.17 Total $ 30.00 Mail orders must be prepaid; please add $1.00 to each order for postage and handling. Make checks or money orders payable to the Department of Natural Resources. This publication is printed on acid-free paper. Printed in the United States of America. ii VOLUME I DEDICATION . ................ .. .. ...... ............ .......................... X FOREWORD ........... .. ............ ................... ..... ................. xii LIST OF AUTHORS ............................................................. xiv INTRODUCTION Engineering Geology in Washington: Introduction Richard W. Galster, Howard A. Coombs, and Howard H. Waldron ................... 3 PART I: ENGINEERING GEOLOGY AND ITS PRACTICE IN WASHINGTON Geologic Factors Affecting Engineered Facilities Richard W. Galster, Chapter Editor Geologic Factors Affecting Engineered Facilities: Introduction Richard W. Galster ................. ... ...................................... 17 Geotechnical Properties of Geologic Materials Jon W. Koloski, Sigmund D. Schwarz, and Donald W.