Terrestrial Impact Structures Provide the Only Ground Truth Against Which Computational and Experimental Results Can Be Com- Pared
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Daily Iowan (Iowa City, Iowa), 1953-10-22
The Weather Serving the State Partb c10., aDd eeoIH ·versity of Iowa toda,. CleariDc ....... Art slderlbb eooIer FrWar. Campus and JII,h ~aJ. T.; 1_. 52; Hla'h WednH41a7. II; low. he SUI art i.:wa City 67. attend the 1868 - A,P Leased Wile, Wirephot.o - Five Cent. Iowa City, Iowa, Thursday, Oct. 22, 1953 - Vol. 97, No. 276 the found- , Eat. College Art • ~---------------------------------------------- Department orlSin. Mln ./ '0 the rti.t trom .ohio the conter- ~ shown by ueen ·Will· Open Homecoming ence df 1he AcsthetJcs ege in. No- • Homecoming Mums Aqui Show To Feature Five Iowa sportscasters and Qne ------------ Varied Acts sports writer will judge the utes past any given point In the beauty, or~inallty and humor ot parade route. The 40 tloats wiU Three days ot 1953 Homecom , ' the I10nt entries In the fifth an- then move to the area just east In, frolic will let the ful\-steam- nual SUI Homecoming parade Frl- of Iowa stadium to remain throu,ll abead si,nal tonight when one ot day night at 7. Saturday's game as a post-parade Taking time out from their re- dISplay parade chairman Loren five campus lovelies is named porting responsibilities to score Hlcker ~on lays. Dolphin Queen for SUY'! 31st an- each of 40 floats ror beaut), will . nUIII poolsld~ sholl'. be Gene Claussen, KXIC Iowa Musical marching grou~s In the City and Gene Shumate KSO De parade will total 13, With nine Pre!\Cntatlon of the qucen-ror- Moines. • high school bands, Shriner bands a-weekend will come at 8 p.m. -
Terrestrial Impact Structures Provide the Only Ground Truth Against Which Computational and Experimental Results Can Be Com Pared
Ann. Rev. Earth Planet. Sci. 1987. 15:245-70 Copyright([;; /987 by Annual Reviews Inc. All rights reserved TERRESTRIAL IMI!ACT STRUCTURES ··- Richard A. F. Grieve Geophysics Division, Geological Survey of Canada, Ottawa, Ontario KIA OY3, Canada INTRODUCTION Impact structures are the dominant landform on planets that have retained portions of their earliest crust. The present surface of the Earth, however, has comparatively few recognized impact structures. This is due to its relative youthfulness and the dynamic nature of the terrestrial geosphere, both of which serve to obscure and remove the impact record. Although not generally viewed as an important terrestrial (as opposed to planetary) geologic process, the role of impact in Earth evolution is now receiving mounting consideration. For example, large-scale impact events may hav~~ been responsible for such phenomena as the formation of the Earth's moon and certain mass extinctions in the biologic record. The importance of the terrestrial impact record is greater than the relatively small number of known structures would indicate. Impact is a highly transient, high-energy event. It is inherently difficult to study through experimentation because of the problem of scale. In addition, sophisticated finite-element code calculations of impact cratering are gen erally limited to relatively early-time phenomena as a result of high com putational costs. Terrestrial impact structures provide the only ground truth against which computational and experimental results can be com pared. These structures provide information on aspects of the third dimen sion, the pre- and postimpact distribution of target lithologies, and the nature of the lithologic and mineralogic changes produced by the passage of a shock wave. -
Association of Unit Owners Contact List
Association of Unit Owners Contact List Project Name/Number AOUO Designated Officer for Direct Contact/Mailing Address Management Company/Telephone Number `AKOKO AT HO`OPILI Reg.# 8073 1001 QUEEN Reg.# 7675 1001 WILDER EMILY PRESIDENT 1001 WILDER #305 HAWAIIAN PROPERTIES, LTD. Reg.# 5 WATERS HONOLULU HI 96822 8085399777 1010 WILDER RICHARD TREASURER 1010 WILDER AVE, OFFICE SELF MANAGED Reg.# 377 KENNEDY HONOLULU HI 96822 8085241961 1011 PROSPECT RICHARD PRESIDENT 1188 BISHOP ST STE 2503 CERTIFIED MANAGEMENT INC dba ASSOCI Reg.# 1130 CONRADT HONOLULU HI 96813 8088360911 1015 WILDER KEVIN PRESIDENT 1015 WILDER AVE #201 HAWAIIANA MGMT CO LTD Reg.# 1960 LIMA HONOLULU HI 96822 8085939100 1037 KAHUAMOKU VITA PRESIDENT 94-1037 KAHUAMOKU ST 3 CEN PAC PROPERTIES INC Reg.# 1551 VILI WAIPAHU HI 96797 8085932902 1040 KINAU PAUL PRESIDENT 1040 KINAU ST., #1206 HAWAIIAN PROPERTIES, LTD. Reg.# 527 FOX HONOLULU HI 96814 8085399777 1041 KAHUAMOKU ALAN PRESIDENT 94-1041 KAHUAMOKU ST 404 CEN PAC PROPERTIES INC Reg.# 1623 IGE WAIPAHU HI 96797 8085932902 1054 KALO PLACE JUANA PRESIDENT 1415 S KING ST 504 HAWAIIANA MGMT CO LTD Reg.# 5450 DAHL HONOLULU HI 96814 8085939100 1073 KINAU ANSON PRESIDENT 1073 KINAU ST 1003 HAWAIIANA MGMT CO LTD Reg.# 616 QUACH HONOLULU HI 96814 8085939100 1108 AUAHI TODD PRESIDENT 1240 ALA MOANA BLVD STE. 200 HAWAIIANA MGMT CO LTD Reg.# 7429 APO HONOLULU HI 96814 8085939100 1111 WILDER BRENDAN PRESIDENT 1111 WILDER AVE 7A HAWAIIAN PROPERTIES, LTD. Reg.# 228 BURNS HONOLULU HI 96822 8085399777 1112 KINAU LINDA Y SOLE OWNER 1112 KINAU ST PH SELF MANAGED Reg.# 1295 NAKAGAWA HONOLULU HI 96814 1118 ALA MOANA NICHOLAS PRESIDENT 1118 ALA MOANA BLVD., SUITE 200 HAWAIIANA MGMT CO LTD Reg.# 7431 VANDERBOOM HONOLULU HI 96814 8085939100 1133 WAIMANU ANNA PRESIDENT 1133 WAIMANU STREET, STE. -
Martian Crater Morphology
ANALYSIS OF THE DEPTH-DIAMETER RELATIONSHIP OF MARTIAN CRATERS A Capstone Experience Thesis Presented by Jared Howenstine Completion Date: May 2006 Approved By: Professor M. Darby Dyar, Astronomy Professor Christopher Condit, Geology Professor Judith Young, Astronomy Abstract Title: Analysis of the Depth-Diameter Relationship of Martian Craters Author: Jared Howenstine, Astronomy Approved By: Judith Young, Astronomy Approved By: M. Darby Dyar, Astronomy Approved By: Christopher Condit, Geology CE Type: Departmental Honors Project Using a gridded version of maritan topography with the computer program Gridview, this project studied the depth-diameter relationship of martian impact craters. The work encompasses 361 profiles of impacts with diameters larger than 15 kilometers and is a continuation of work that was started at the Lunar and Planetary Institute in Houston, Texas under the guidance of Dr. Walter S. Keifer. Using the most ‘pristine,’ or deepest craters in the data a depth-diameter relationship was determined: d = 0.610D 0.327 , where d is the depth of the crater and D is the diameter of the crater, both in kilometers. This relationship can then be used to estimate the theoretical depth of any impact radius, and therefore can be used to estimate the pristine shape of the crater. With a depth-diameter ratio for a particular crater, the measured depth can then be compared to this theoretical value and an estimate of the amount of material within the crater, or fill, can then be calculated. The data includes 140 named impact craters, 3 basins, and 218 other impacts. The named data encompasses all named impact structures of greater than 100 kilometers in diameter. -
Planetary Constants and Models
JPL D-12947 PF-IOO-PMC-01 Mars Pathfinder ProJect PLANETARY CONSTANTS AND MODELS Mars at Launch Earth at La_ Dec 2, 1996 SunI, Earth at Mars at Aniva July 4, 1997 December 1995 JilL Jet Propulsion Laboratory California Institute of Technology Pasadena, California JPL D-I2947 PF-IOO-PMC-OI Mars Pathfinder Project PLANETARY CONSTANTS AND MODELS Prepared by: ' Robin Vaughan December 1995 JPL Jet Propulsion Laboratory California Institute of Technology Pasadena, California JPL D-12947 PFolOO-PMCoO1 Revision History Date Changes Status 10/95 Issued preliminary version for review by project person-el Draft 12/95 First official release; incorporated comments from prelimi- Final nary review. JPL D- !294 7 PFo 100-PMCo 01 Contents List of Figures V 4 List of Tables vii List of Acronyms and Abbreviations ix INTRODUCTION 1 1.1 Purpose ............ .......................... 1 1.2 Scope .................... ................... 1 2 COORDINATE SYSTEMS 3 2.1 Definitions 2.1.1 Frame • " • • • ° * ° • " ° • * • ° ° " ° ° * ° • • • ° " " " ' • • • • • • 3 2.1.2 Center • " " • ° " " " ' ° ° ° • * " • • " • " • • " • " " " ° • ° • • • . • 6 2.1.3 Type .................................... 7 2.2 Celestial Systems . ; ............................. 7 2.2.1 The Inertial Reference Frames ..................... 8 2.2.2 Sun-Centered Systems .......................... 9 2.2.3 Earth-Centered Systems ......................... 9 2.2.4 Mars-Centered Systems ......................... 11 2.2.5 Spacecraft-CenteredSystems ...................... 16 2.2.6 MiscellaneousSystems -
Impact Cratering
6 Impact cratering The dominant surface features of the Moon are approximately circular depressions, which may be designated by the general term craters … Solution of the origin of the lunar craters is fundamental to the unravel- ing of the history of the Moon and may shed much light on the history of the terrestrial planets as well. E. M. Shoemaker (1962) Impact craters are the dominant landform on the surface of the Moon, Mercury, and many satellites of the giant planets in the outer Solar System. The southern hemisphere of Mars is heavily affected by impact cratering. From a planetary perspective, the rarity or absence of impact craters on a planet’s surface is the exceptional state, one that needs further explanation, such as on the Earth, Io, or Europa. The process of impact cratering has touched every aspect of planetary evolution, from planetary accretion out of dust or planetesimals, to the course of biological evolution. The importance of impact cratering has been recognized only recently. E. M. Shoemaker (1928–1997), a geologist, was one of the irst to recognize the importance of this process and a major contributor to its elucidation. A few older geologists still resist the notion that important changes in the Earth’s structure and history are the consequences of extraterres- trial impact events. The decades of lunar and planetary exploration since 1970 have, how- ever, brought a new perspective into view, one in which it is clear that high-velocity impacts have, at one time or another, affected nearly every atom that is part of our planetary system. -
Local Lunar Gravity Field Analysis Over the South Poleaitken Basin from SELENE Farside Tracking Data
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 117, E02005, doi:10.1029/2011JE003831, 2012 Local lunar gravity field analysis over the South Pole-Aitken basin from SELENE farside tracking data Sander Goossens,1,2,3 Yoshiaki Ishihara,1 Koji Matsumoto,1 and Sho Sasaki1 Received 16 March 2011; revised 22 November 2011; accepted 13 December 2011; published 14 February 2012. [1] We present a method with which we determined the local lunar gravity field model over the South Pole-Aitken (SPA) basin on the farside of the Moon by estimating adjustments to a global lunar gravity field model using SELENE tracking data. Our adjustments are expressed in localized functions concentrated over the SPA region in a spherical cap with a radius of 45° centered at (191.1°E, 53.2°S), and the resolution is equivalent to a 150th degree and order spherical harmonics expansion. The new solution over SPA was used in several applications of geophysical analysis. It shows an increased correlation with high-resolution lunar topography in the frequency band l =40–70, and admittance values are slightly different and more leveled when compared to other, global gravity field models using the same data. The adjustments expressed in free-air anomalies and differences in Bouguer anomalies between the local solution and the a priori global solution correlate with topographic surface features. The Moho structure beneath the SPA basin is slightly modified in our solution, most notably at the southern rim of the Apollo basin and around the Zeeman crater. Citation: Goossens, S., Y. Ishihara, K. Matsumoto, and S. Sasaki (2012), Local lunar gravity field analysis over the South Pole-Aitken basin from SELENE farside tracking data, J. -
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Impact Structures and Events – a Nordic Perspective
107 by Henning Dypvik1, Jüri Plado2, Claus Heinberg3, Eckart Håkansson4, Lauri J. Pesonen5, Birger Schmitz6, and Selen Raiskila5 Impact structures and events – a Nordic perspective 1 Department of Geosciences, University of Oslo, P.O. Box 1047, Blindern, NO 0316 Oslo, Norway. E-mail: [email protected] 2 Department of Geology, University of Tartu, Vanemuise 46, 51014 Tartu, Estonia. 3 Department of Environmental, Social and Spatial Change, Roskilde University, P.O. Box 260, DK-4000 Roskilde, Denmark. 4 Department of Geography and Geology, University of Copenhagen, Øster Voldgade 10, DK-1350 Copenhagen, Denmark. 5 Division of Geophysics, University of Helsinki, P.O. Box 64, FIN-00014 Helsinki, Finland. 6 Department of Geology, University of Lund, Sölvegatan 12, SE-22362 Lund, Sweden. Impact cratering is one of the fundamental processes in are the main reason that the Nordic countries are generally well- the formation of the Earth and our planetary system, as mapped. reflected, for example in the surfaces of Mars and the Impact craters came into the focus about 20 years ago and the interest among the Nordic communities has increased during recent Moon. The Earth has been covered by a comparable years. The small Kaalijärv structure of Estonia was the first impact number of impact scars, but due to active geological structure to be confirmed in northern Europe (Table 1; Figures 1 and processes, weathering, sea floor spreading etc, the num- 7). First described in 1794 (Rauch), the meteorite origin of the crater ber of preserved and recognized impact craters on the field (presently 9 craters) was proposed much later in 1919 (Kalju- Earth are limited. -
Risks and Benefits of Fish Consumption
Rapport 12 − 2007 Risks and Benefits of Fish Consumption A Risk-Benefit Analysis Based on the Occurrence of Dioxin/PCB, Methyl Mercury, n-3 Fatty Acids and Vitamin D in Fish by W Becker, P O Darnerud and K Petersson-Grawé LIVSMEDELS VERKET NATIONAL FOOD ADMINISTRATION, Sweden � Produktion: Livsmedelsverkets rapportserie är avsedd för publicering Livsmedelsverket, Box 622 av projektrapporter, metodprövningar, utredningar m m. SE-751 26 Uppsala, Sweden I serien ingår även reserapporter och konferensmaterial. Teknisk redaktör: För innehållet svarar författarna själva. M Olausson Rapporterna utges i varierande upplagor och tilltrycks Tryck: i mån av efterfrågan. De kan rekvireras från Livsmedels- Kopieringshuset, Uppsala verkets kundtjänst (tel 018-17 55 06) till självkostnadspris (kopieringskostnad + expeditionsavgift). Uppsala 2008-01-07 Abbreviations/Glossary........................................................................................... 3 Preface..................................................................................................................... 5 Summary ................................................................................................................. 6 Overall conclusions............................................................................................. 6 Consumption of fish in Sweden.......................................................................... 8 Content of nutrients and environmental pollutants ............................................. 8 Quantitative risk-benefit -
The Recognition of Terrestrial Impact Structures
Bulletin of the Czech Geological Survey, Vol. 77, No. 4, 253–263, 2002 © Czech Geological Survey, ISSN 1210-3527 The recognition of terrestrial impact structures ANN M. THERRIAULT – RICHARD A. F. GRIEVE – MARK PILKINGTON Natural Resources Canada, Booth Street, Ottawa, Ontario, KIA 0ES Canada; e-mail: [email protected] Abstract. The Earth is the most endogenically active of the terrestrial planets and, thus, has retained the poorest sample of impacts that have occurred throughout geological time. The current known sample consists of approximately 160 impact structures or crater fields. Approximately 30% of known impact structures are buried and were initially detected as geophysical anomalies and subsequently drilled to provide geologic samples. The recognition of terrestrial impact structures may, or may not, come from the discovery of an anomalous quasi-circular topographic, geologic or geo- physical feature. In the geologically active terrestrial environment, anomalous quasi-circular features, however, do not automatically equate with an impact origin. Specific samples must be acquired and the occurrence of shock metamorphism, or, in the case of small craters, meteoritic fragments, must be demonstrated before an impact origin can be confirmed. Shock metamorphism is defined by a progressive destruction of the original rock and mineral structure with increasing shock pressure. Peak shock pressures and temperatures produced by an impact event may reach several hundreds of gigaPascals and several thousand degrees Kelvin, which are far outside the range of endogenic metamorphism. In addition, the application of shock- wave pressures is both sudden and brief. Shock metamorphic effects result from high strain rates, well above the rates of norma l tectonic processes. -
Appendix a Recovery of Ejecta Material from Confirmed, Probable
Appendix A Recovery of Ejecta Material from Confirmed, Probable, or Possible Distal Ejecta Layers A.1 Introduction In this appendix we discuss the methods that we have used to recover and study ejecta found in various types of sediment and rock. The processes used to recover ejecta material vary with the degree of lithification. We thus discuss sample processing for unconsolidated, semiconsolidated, and consolidated material separately. The type of sediment or rock is also important as, for example, carbonate sediment or rock is processed differently from siliciclastic sediment or rock. The methods used to take and process samples will also vary according to the objectives of the study and the background of the investigator. We summarize below the methods that we have found useful in our studies of distal impact ejecta layers for those who are just beginning such studies. One of the authors (BPG) was trained as a marine geologist and the other (BMS) as a hard rock geologist. Our approaches to processing and studying impact ejecta differ accordingly. The methods used to recover ejecta from unconsolidated sediments have been successfully employed by BPG for more than 40 years. A.2 Taking and Handling Samples A.2.1 Introduction The size, number, and type of samples will depend on the objective of the study and nature of the sediment/rock, but there a few guidelines that should be followed regardless of the objective or rock type. All outcrops, especially those near industrialized areas or transportation routes (e.g., highways, train tracks) need to be cleaned off (i.e., the surface layer removed) prior to sampling.