Recent Heavy Metal Concentrations in Watarase Basin Around Ashio Mine
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Durham E-Theses
Durham E-Theses Transience and durability in Japanese urban space ROBINSON, WILFRED,IAIN,THOMAS How to cite: ROBINSON, WILFRED,IAIN,THOMAS (2010) Transience and durability in Japanese urban space, Durham theses, Durham University. Available at Durham E-Theses Online: http://etheses.dur.ac.uk/405/ Use policy The full-text may be used and/or reproduced, and given to third parties in any format or medium, without prior permission or charge, for personal research or study, educational, or not-for-prot purposes provided that: • a full bibliographic reference is made to the original source • a link is made to the metadata record in Durham E-Theses • the full-text is not changed in any way The full-text must not be sold in any format or medium without the formal permission of the copyright holders. Please consult the full Durham E-Theses policy for further details. Academic Support Oce, Durham University, University Oce, Old Elvet, Durham DH1 3HP e-mail: [email protected] Tel: +44 0191 334 6107 http://etheses.dur.ac.uk Iain Robinson Transience and durability in Japanese urban space ABSTRACT The thesis addresses the research question “What is transient and what endures within Japanese urban space” by taking the material constructed form of one Japanese city as a primary text and object of analysis. Chiba-shi is a port and administrative centre in southern Kanto, the largest city in the eastern part of the Tokyo Metropolitan Region and located about forty kilometres from downtown Tokyo. The study privileges the role of process as a theoretical basis for exploring the dynamics of the production and transformation of urban space. -
Japan: Tokai Heavy Rain (September 2000)
WORLD METEOROLOGICAL ORGANIZATION THE ASSOCIATED PROGRAMME ON FLOOD MANAGEMENT INTEGRATED FLOOD MANAGEMENT CASE STUDY1 JAPAN: TOKAI HEAVY RAIN (SEPTEMBER 2000) January 2004 Edited by TECHNICAL SUPPORT UNIT Note: Opinions expressed in the case study are those of author(s) and do not necessarily reflect those of the WMO/GWP Associated Programme on Flood Management (APFM). Designations employed and presentations of material in the case study do not imply the expression of any opinion whatever on the part of the Technical Support Unit (TSU), APFM concerning the legal status of any country, territory, city or area of its authorities, or concerning the delimitation of its frontiers or boundaries. WMO/GWP Associated Programme on Flood Management JAPAN: TOKAI HEAVY RAIN (SEPTEMBER 2000) Ministry of Land, Infrastructure and Transport, Japan 1. Place 1.1 Location Positions in the flood inundation area caused by the Tokai heavy rain: Nagoya City, Aichi Prefecture is located at 35° – 35° 15’ north latitude, 136° 45’ - 137° east longitude. The studied area is Shonai and Shin river basin- hereinafter referred to as the Shonai river system. It locates about the center of Japan including Nagoya city area, 5th largest city in Japan with the population about 3millions. Therefore, two rivers flow through densely populated area and into the Pacific Ocean and are typical city-type rivers in Japan. Shin Riv. Border of basin Shonai Riv. Flooding area Point of breach ●Peak flow rate in major points on Sept. 12 (app. m3/s) ← Nagoya City, ← ← ino ino Aichi Prefecture j Ku ← 1,100 Shin Riv. ← 720 ← → ← ima Detention j Basin Shinkawa Araizeki Shidami Biwa (Fixed dam) Shin Riv. -
Major Damage & Recovery in MLIT Tohoku Regional Bureau
青森県 Major Damage & Recovery in MLIT Tohoku Regional Bureau (as of 14:00 23 March 2011) Rivers under MLIT’s jurisdiction Coast ・ Severe damages requiring emergent ・Coastal levees of 190 km recovery before next flood Mabuchi R. 12 points Inundated area on 12-13 March fully/partially destroyed ・ 22 points, including 11 under survey and (among 300km) Iwate Pref. 11 under recovering works (The numbers Sendai Bay South Area (MLIT) may increase around river mouth areas) 3km2 coastal area in Iwate Abukuma R. 6 under survey Kitamkami R. 10 on recovering Naruse R. 6 Kitakami R. river水系名 system 被災箇所数damage 419 points ・Totally 718 Mabechi馬淵川 R. 12 damages 阿武隈川 123 Abukuma R. Recovered quickly to rescue an isolated in Tohoku Natori名取川 R. 27 赤川 settlement Kitakami R. Right Bank 4km from the sea 北上川 最上川419 Miyagi region Kitakami R. (Ishinomaki City, Miyagi Pref.) Naruse鳴瀬川 R. 137 Pref. total計 718 Naruse R. 137 points Sabo ・13 sediment disaster points, recovered temporarily on outstanding deformations Natori R. 2 Prefecture県名 被災件数points 27 points 113km coastal area in Miyagi Completed on 青森県Aomori 1 14 March 宮城県Miyagi 1 Fukushima福島県 11 total計 13 37km2 coastal area in Fukushima Hanokidaira (Shirakawa City, Fukushima Pref.) Abukuma R. Naruse R. Left Bank 30km from the sea Landslide 123 points (Osaki City, Miyagi Pref.) Severe damage to be recovered quiklickly (River ) Fukushima Severe damage to be recovered quickly (Sabo) Pref. to reduce flood risk on lives/assets Dike deformation Sediment disaster 12 dead and 1 missed on 11 march Inundation area (on 12‐13 March) 1 Major Damage & Recovery in MLIT Kanto Regional Bureau (as of 14:00 23 March 2011) Kawanishi (Nasukarasuma City, Tochigi) Rivers under MLIT’s jurisdiction Sabo 地すべり ・Severe damages requiring emergent ・25 sediment disaster points, recovered temporarily on recovery before next flood Naka R. -
Kasumigaura 1.Pdf
IncorporatedIncorporated AdministrativeAdministrative AgencyAgency JapanJapan WaterWater AgencyAgency ToneTone RiverRiver DownstreamDownstream ArealAreal ManagementManagement OfficeOffice Dynamic Lake Kasumigaura Lake Kitaura Lake Nishiura Outline of Lake Kasumigaura Wani River Kitatone River Lake Sotonasakaura ○History of Lake Kasumigaura ○Outline of Lake Kasumigaura Hitachi River Lake Kasumigaura is located about 60km away from Lake Tokyo and in the southeastern part of Ibaraki Prefecture. It 2 2 Lake Nishiura 168.2km , Lake Kitaura Approx. 220km 2 2 is the second largest freshwater lake in Japan. Total space 35.0km , Hitachitone River & others 15.3km Lake Kasumigaura was a part of the Pacific Ocean with Total coastal line 250km Lake Nishiura 121.4km, Lake Kitaura 63.9km, downstream area of Tone River, Lake Inbanuma and Lake length Hitachitone River 64.6km Teganuma about 6,000 years ago. Later, sediment supplied Total capacity Approx. 850 mil. m3 at the time of Y.P.+1.0m from Tone River has separated these lakes from the ocean Max. depth 7m Average depth 4m and made Lake Kasumigaura what it is today. Water exchange Approx. 200 days ○Hydrological/meteorological characteristics Basin The Lake Kasumigaura basin area belongs to East Japan Type climatic zone. In winter, north-west seasonal winds Basin area 2,157km2 Approx. 1/3 of Total Ibaraki Pref. (6,097km2) called “Tsukuba Oroshi” tend to blow down from Mt. Total # of municipality 24 Ibaraki Pref.(17 cities, 4 towns, 1 village), Tsukuba and sunny days tend to last, and there is limited Chiba Pref. (1 city), Tochigi Pref. (1 town) amount of rainfall. In summer, south-east seasonal winds # of municipalities Ibaraki Pref.( 10 cities, 1town, 1village), surrounding the Lake 13 Chiba Pref. -
Tin £415 14-4^
Tin £415 14-4^ Jr THE LIFE AND WORK OF KOBAYASHI ISSA. Patrick McElligott. Ph.D. Japanese. ProQuest Number: 11010599 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent upon the quality of the copy submitted. In the unlikely event that the author did not send a com plete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. uest ProQuest 11010599 Published by ProQuest LLC(2018). Copyright of the Dissertation is held by the Author. All rights reserved. This work is protected against unauthorized copying under Title 17, United States C ode Microform Edition © ProQuest LLC. ProQuest LLC. 789 East Eisenhower Parkway P.O. Box 1346 Ann Arbor, Ml 48106- 1346 Patrick McElligott. "The Life and Work of Kobayashi Issa., Abstract. This thesis consists of three chapters. Chapter one is a detailed account of the life of Kobayashi Issa. It is divided into the following sections; 1. Background and Early Childhood. 2. Early Years in Edo. 3. His First Return to Kashiwabara. ,4. His Jiourney into Western Japan. 5. The Death of His Father. 6 . Life im and Around Edo. 1801-1813. 7. Life as a Poet in Shinano. 8 . Family Life in Kashiwabara.. 9* Conclusion. Haiku verses and prose pieces are introduced in this chapter for the purpose of illustrating statements made concerning his life. The second chapter traces the development of Issa*s style of haiku. It is divided into five sections which correspond to the.Japanese year periods in which Issa lived. -
LCSH Section E
E (The Japanese word) E. J. Pugh (Fictitious character) E-waste [PL669.E] USE Pugh, E. J. (Fictitious character) USE Electronic waste BT Japanese language—Etymology E.J. Thomas Performing Arts Hall (Akron, Ohio) e World (Online service) e (The number) UF Edwin J. Thomas Performing Arts Hall (Akron, USE eWorld (Online service) UF Napier number Ohio) E. Y. Mullins Lectures on Preaching Number, Napier BT Centers for the performing arts—Ohio UF Mullins Lectures on Preaching BT Logarithmic functions E-journals BT Preaching Transcendental numbers USE Electronic journals E-zines (May Subd Geog) Ë (The Russian letter) E.L. Kirchner Haus (Frauenkirch, Switzerland) UF Ezines BT Russian language—Alphabet USE In den Lärchen (Frauenkirch, Switzerland) BT Electronic journals E & E Ranch (Tex.) E. L. Pender (Fictitious character) Zines UF E and E Ranch (Tex.) USE Pender, Ed (Fictitious character) E1 (Mountain) (China and Nepal) BT Ranches—Texas E-lists (Electronic discussion groups) USE Lhotse (China and Nepal) E-605 (Insecticide) USE Electronic discussion groups E2ENP (Computer network protocol) USE Parathion E. London Crossing (London, England) USE End-to-End Negotiation Protocol (Computer E.1027 (Roquebrune-Cap-Martin, France) USE East London River Crossing (London, England) network protocol) UF E1027 (Roquebrune-Cap-Martin, France) E. London River Crossing (London, England) E10 Motorway Maison en bord du mer E.1027 (Roquebrune- USE East London River Crossing (London, England) USE Autoroute E10 Cap-Martin, France) Ê-luan Pi (Taiwan) E22 Highway (Sweden) Villa E.1027 (Roquebrune-Cap-Martin, France) USE O-luan-pi, Cape (Taiwan) USE Väg E22 (Sweden) BT Dwellings—France E-mail art E190 (Jet transport) E.A. -
Adaptation Strategy for Climate Change in Japan
Adaptation Strategy for Climate Change in Japan - Toward Water-disaster Adaptive society - October 23, 2008 Toshio OKAZUMI Director for International Water Management Coordination Ministry of Land, Infrastructure, Transport and Tourism Japanese Government 1. Present conditions Japan is vulnerable to climate change and issues Kinki Region Kanto Region A y S a h Ikebukuro s i e n Station R n Ueno a i k v a Station S e r Kanzaki River K u Kameido R an m i da v Amagasaki Ri i Station ved r e Station Shin-Osaka Station a r Tokyo Shinjuku R Kinsicyo Old Edo River Old Edo Station i Station v Station e r Ara River Shibuya Osaka Station Neya River Shibu Yodo River Station ya Ri M ver Osaka Castle e Hirano gu ro Tennouji Station River R Toneiv River er Elevation Elevation About 50% of the population and 3m – 4m 3m – 4m 1m – 3m about 75% of the property on 1m – 3m 0m – 1m 0m – 1m -1m – 0m -1m – 0m -1m – about 10% of the land which is -1m – Water Area Water Area lower than the river water level during flooding 1. Present conditions Recent flood disasters in Japan and issues 2008.7.28 Flood in Hyogo Pref. 2008.8.29 Flood in Aichi Pref. largest-ever rainfall per Water level rapidly rose hour Amount rainfall per hour by 134cm in 10 min. 雨量 Amount rainfall per hour 160 Cyunichi New Paper 140 120 100 80 146mm/h 60 40 20 0 Cyunichi New Paper 1516171819202122232412345678910 Break Point 1. Present conditions Recent rainfall trend and issues Annual total of hourly rainfall events (Source: approx. -
A New Subspecies of Anadromous Far Eastern Dace, Tribolodon Brandtii Maruta Subsp
Bull. Natl. Mus. Nat. Sci., Ser. A, 40(4), pp. 219–229, November 21, 2014 A New Subspecies of Anadromous Far Eastern Dace, Tribolodon brandtii maruta subsp. nov. (Teleostei, Cyprinidae) from Japan Harumi Sakai1 and Shota Amano2 1 Department of Applied Aquabiology, National Fisheries University, 2–7–1 Nagata-honmachi, Shimonoseki, Yamaguchi 759–6595, Japan E-mail: sakaih@fish-u.ac.jp 2 Alumnus, Graduate School of National Fisheries University, 2–7–1 Nagata-honmachi, Shimonoseki, Yamaguchi 759–6595, Japan E-mail: fi[email protected] (Received 7 July 2014; accepted 24 September 2014) Abstract Tribolodon brandtii maruta subsp. nov. is described from the holotype and 29 para- types. The subspecies differs from congeners and the other subspecies in the following combina- tion of characters: preoperculo-mandibular canal of the cephalic lateral line system extended dor- sally and connected with postocular commisure, dorsal profile of snout gently rounded, lateral line scales 73–87, scales above lateral line 12–17, scales below lateral line 9–14, predorsal scales 34–41. The new subspecies is distributed on the Pacific coast of Honshu Island from Tokyo Bay to Ohfunato Bay, Iwate Prefecture, Japan. Key words : new subspecies, taxonomy, morphology, anadromy, cephalic lateral line system. the former having fewer scales and being sug- Introduction gested to have a greater salinity tolerance than The Far Eastern dace genus Tribolodon (Tele- the latter (Nakamura, 1969). An allozyme allelic ostei, Cyprinidae), well-known for exhibiting displacement with no hybridization trait between both freshwater and anadromous modes of life the Maruta form from Tokyo Bay and Ohfunato (Berg, 1949; Aoyagi, 1957; Nakamura, 1963, Bay, Iwate Prefecture and the Jusan-ugui form 1969; Kurawaka, 1977; Sakai, 1995), includes from Hokkaido, Yamagata and Niigata Prefec- four species, two freshwater [T. -
Sky and Water: the Deep Structures of Tokyo
Sky and Water: The Deep Structures of Tokyo Henry D. Smith II And6 Hiroshige Literal-minded visitors to contemporary Tokyo may find little of relevance Tanabata festival at Shichci Han-ei, from the series One Hundred famous Views or appeal in the city’s “sky and water.” The sky is alternately invisible as of Edo. 1857 they wander dazed through boundless subterranean spaces, opaque as color woodblock print they traverse central intersections where digital monitors display decibels 19 x 15, 48.3 x 38.1 Collection Elvehjem Museum of Art, of noise and parts per million of pollutants, or carved into a crazy-quilt E.B. Van Vleck Collection, skyline of wires, signs and unmatched buildings. “Water” seems even less Bequest of John Hasbrouck Van Vleck, University of Wisconsin, Madison accessible, with grand old moats shadowed by looming freeways, once- pure streams reduced to concrete channels of refuse, and the great Sumida River almost completely shut off from casual view. But if they-really “we,” the outside observers-look again, beyond these surface observations and quick judgments, look back through the history of the city to its Edo origins almost four centuries ago, we come to learn that “sky” and “water” in fact control the form and spirit of Tokyo. We discover no matter how the content of sky and water change, their underlying deep structures persist. “Sky,” we discover, is the structure of horizontality, of an unbounded and uncentered expanse against which the graphic vertical “face” of the city is written. “Water” is the structure of periodicgathering, of momentary release from everyday strictures of discipline and authority, of that familiar yet hard-to-place milieu called the “floating world.” Edo Sky Like most historic settlements in Japan, Edo was oriented toward hills and mountains-but in a unique way. -
High-Resolution Mapping of Japanese Microplastic and Macroplastic Emissions from the Land Into the Sea
water Article High-Resolution Mapping of Japanese Microplastic and Macroplastic Emissions from the Land into the Sea Yasuo Nihei 1,*, Takushi Yoshida 2, Tomoya Kataoka 1 and Riku Ogata 2 1 Department of Civil Engineering, Faculty of Science and Technology, Tokyo University of Science, Chiba 278-8510, Japan; [email protected] 2 Business Planning and Development Division, Yachiyo Engineering Co., Ltd., Tokyo 111-8648, Japan; [email protected] (T.Y.); [email protected] (R.O.) * Correspondence: [email protected]; Tel.: +81-4-7124-1501; Fax: +81-4-7123-9766 Received: 22 February 2020; Accepted: 25 March 2020; Published: 27 March 2020 Abstract: Plastic debris presents a serious hazard to marine ecosystems worldwide. In this study, we developed a method to evaluate high-resolution maps of plastic emissions from the land into the sea offshore of Japan without using mismanaged plastic waste. Plastics were divided into microplastics (MicPs) and macroplastics (MacPs), and correlations between the observed MicP concentrations in rivers and basin characteristics, such as the urban area ratio and population density, were used to evaluate nationwide MicP concentration maps. A simple water balance analysis was used to calculate the annual outflow for each 1 km mesh to obtain the final MicP emissions, and the MacP input was evaluated based on the MicP emissions and the ratio of MacP/MicP obtained according to previous studies. Concentration data revealed that the MicP concentrations and basin characteristics were significantly and positively correlated. Water balance analyses demonstrated that our methods performed well for evaluating the annual flow rate, while reducing the computational load. -
JICA Handbook for Mainstreaming Disaster Risk Reduction (DRR)
JICA Handbook for Mainstreaming Disaster Risk Reduction (DRR) (Forethought to DRR for Development Projects) MARCH 2015 Japan International Cooperation Agency JICA SUNCOH CONSULTANTS Co., Ltd. EARTH SYSTEM SCIENCE Co., Ltd. JICA Handbook for Mainstreaming Disaster Risk Reduction (DRR) (Forethought to DRR for development projects) 1. THE DEVELOPMENT OF THE HANDBOOK ................................................... 1 Background of the Development of the Handbook 1 Purpose of the Development of the Handbook 2 Structure of the Handbook 2 2. ABOUT “MAINSTREAMING DISASTER RISK REDUCTION” ....................... 4 Global Trend of 4 Significance and Effects of 6 3. METHOD OF DISASTER RISK SCREENING AND SCOPING FOR JICA'S PROJECTS ................................................................................................................ 9 Actions by JICA in Disaster Risk Reduction 9 Value of Forethought for Disaster Risk Reduction 10 Development of Economic Simulation Model for Investment for DRR 14 Method for Disaster Risk Reduction Forethought 15 Reduction of Disaster Risk 17 Improvement of adaptation abilities for natural hazard and disaster 17 Improvement of capabilities about local disaster risk reduction 21 Forethought to DRR in Development Projects 22 4. JICA’S DISASTER RISK SCREENING AND SCOPING FOR DEVELOPMENT PROJECTS: IMPLEMENTATION METHODS IN PROJECTS ................................. 25 Flow of Disaster Forethought in Projects and Positioning of the Handbook 25 Overview 25 Flow of Disaster Risk Screening and Scoping 27 Screening -
Remarkable Liquefaction-Induced Damages Along Tokyo Bay During During the 2011 Tohoku-Pacific Ocean Earthquake in Japan
Remarkable liquefaction-induced damages along Tokyo Bay during during the 2011 Tohoku-Pacific Ocean earthquake in Japan. Susumu Yasuda Professor, Dept. of Civil and Environmental Engineering, Tokyo Denki University, Japan Keisuke Ishikawa Assistant, Dept. of Civil and Environmental Engineering, Tokyo Denki University, Japan Shungo Hagiya Graduate Student, Tokyo Denki University, Japan SUMMARY The 2011 Tohoku-Pacific Ocean earthquake caused severe liquefaction in the reclaimed lands in the Tokyo Bay area. The liquefied area was very wide as about 41 km2 though epicentral distance was about 380km. About 27,000 timber houses, a lot of buried sewage pipes and roads were damaged due to liquefaction. In Tokyo Bay area, the very long duration of the main shock and an aftershock 29 minutes later probably induced the severe liquefaction. Sidewalks and alleys buckled at several sites. Sewage pipes meandered or were broken, their joints were extruded from the ground, and many manholes were sheared horizontally. These remarkable damage might have occurred due to a kind of sloshing of liquefied ground. Keywords: liquefaction, reclaimed land, very long shaking, sewage facilities, road 1. INTRODUCTION The 2011 Tohoku-Pacific Ocean earthquake, with a magnitude of Mw=9.0 occurred in the Pacific Ocean about 130 km off the northeast coast of Japan’s main island on March 11, 2011. Liquefaction occurred in a wide area of reclaimed land along Tokyo Bay, though the epicentral distance was very large, about 380 to 400 km. Much land has been reclaimed in the Tokyo Bay area since the seventeenth century. Liquefaction has been induced during past earthquakes, such as 1923 Kanto Earthquake and 1987 Chibaken-toho-oki Earthquake.