ARATA SUGIMURA Geological Institute, Faculty of Science, The

Total Page:16

File Type:pdf, Size:1020Kb

ARATA SUGIMURA Geological Institute, Faculty of Science, The ARATA SUGIMURA Geological Institute, Faculty of Science, The University ofTol^yo, To\yo, Japan TOKIHIKO MATSUDA Earthquake Research Institute, The University ofTofyo, Tofyo, Japan Atera Fault and Its Displacement Vectors Abstract: The northwest-southeast-trending Atera cal; (2) the faulting, to date, has been consistently fault, which is expressed geomorphologically and left lateral; (3) the rate of faulting seems to have geologically, cuts many terraces of the Kiso River been almost consistent (about 2-4 m/1000 yrs.). in central Japan. The authors measured the vertical It is noted that the Neo Valley fault is subparallel and horizontal displacement of the fault from the to the Atera fault, and that its displacement is also offset of the terrace surfaces and faces (scarps). left lateral. Data on recent strike-slip fault dis- Seven displacement vectors were calculated in the placements in central Japan, in part from this fault plane. They show that (1) the horizontal dis- specific study, show a regular pattern of geographic placement is about five times larger than the verti- distribution of strains. CONTENTS Introduction 509 7. Drawing prepared from aerial view shown in Acknowledgments 509 Plate 1 515 Location and topography 510 8. Diagram of terrace surfaces and terrace faces Geology 511 displaced by the Atera fault 516 Displacements of river terraces 511 9. Schematic sketch showing a relationship be- Terraces of the Kiso River in Sakasita .... 511 tween terrace surfaces and terrace faces . 516 The fault trace on the terraces 513 10. Plan of survey of the fault displacement in Displacement vectors on the fault 514 Sakasita 517 Distribution of displacement along the fault. 517 11. Diagram of the Atera fault displacements . 518 Recent activity 518 12. Displacement vectors of the Atera fault . 519 Discussion 519 13. Recent strike-slip faults in central Japan . 521 References cited 521 Figure Plate 1. Index map of the Atera fault area, Japan . 510 1. Aerial view of the Atera fault at Sakasita, Japan 516 2. Envelope: configuration map of the Atera fault 2. Atera fault at Sakasita, Japan 517 area 512 3. Compiled geologic map of the Atera fault area 513 4. Topographic map of the Sakasita area. ... 514 Table 5. Geologic map of the Sakasita area 514 1. Elements of displacement vectors of the Atera 6. Section of terrace deposits in Sakasita, west of fault, Japan 518 the Kiso River, Kiso Valley 515 2. Strike-slip earthquake faults in Japan .... 520 which is subparallel to the Neo Valley fault INTRODUCTION at a distance of about 50 km and is expressed During the Mino-Owari earthquake in 1891 both geologically and geomorphologically. Re- the earth's surface was visibly displaced and cently Okayama (1959) noted that the Atera fault scarps were formed (Koto, 1893; Ima- fault transects the many terraces of the Kiso mura, 1937, p. 50-53). The northwest-trending River producing a small scarp. The authors zone where the displacement occurred is called decided that detailed study of the river terrace the Neo Valley fault. The Neo Valley lies displacement similar to the studies done by 60 km north-northwest of Nagoya in central the New Zealand authors (e.g. Wellman, 1955) Japan. would be necessary to elucidate the process of The Atera1 fault is one of the active faults the movement along faults. ACKNOWLEDGMENTS 1 Although the Atera fault was described as the The authors wish to thank C. R. Allen, "Adera" fault in some published reports, the name R. B. Forbes, J. C. Crowell, and T. Kimura "Atera" is more proper and authorized. for careful criticism of the manuscript. Geological Society of America Bulletin, v. 76, p. 509-522, 13 figs., 2 pis., May 1965 509 Downloaded from http://pubs.geoscienceworld.org/gsa/gsabulletin/article-pdf/76/5/509/3442371/i0016-7606-76-5-509.pdf by guest on 02 October 2021 510 SUGIMURA AND MATSUDA—ATERA FAULT AND ITS DISPLACEMENT VECTORS valleys; (3) the highest summit in a hexagon LOCATION AND TOPOGRAPHY is chosen; and then (4) the regional variation The Atera fault can be traced for more than of the highest summits in the area is shown by 60 km to the northwest from Magome (lat. contour lines with an interval of 100 m. The 35°31' N., long. 137°35' E.), through Sakasita regional variation thus obtained is the envelope (lat. 35°35' N., long. 137°32' E.), Tuketi configuration, that is, an imaginary topog- (lat. 35°40' N., long. 137°25' E.), Gero (lat. raphy without smaller dissecting valleys. This 35°48' N., long. 137°15' E.), and Hagiwara imaginary topography expresses the combined NAGANO Figure 1. Index map of the Atera fault area, Japan. Heavy line: the Atera fault; Solid line: rivers; Dashed line: leveling route; Dashed and dotted line: boundary of prefectures (lat. 35°53' N., long. 137°12' E.). Except for effects of earth movements and regional Magome which is in Nagano Prefecture these erosion and subdues the effects of local erosion. localities are in Gihu Prefecture (Fig. 1). The Figure 3 is discussed in the section on "Geol- fault is developed between the foot of the ogy." Japan Alps and the plains of Nobi (or Mino- One of the most conspicuous features shown Owari), in which Nagoya City is located. in Figure 2 is a steep slope which dips to the In order to show the outline of topography southwest. The crest northeast of the slope in the Atera area, the authors have prepared is the Atera Range which has an average an envelope configuration map of this region elevation of about 1600 m; the area southwest (Fig. 2). The method of preparation is as of the slope is the Hutatumori Hills, which has follows: (1) the average width of the dissecting an average elevation of about 800 m. The valleys (or the average distance between the highest summit of the Atera Range (Mt. ridges) in this region is obtained; (2) the whole Ohide) is 1982 m and that of the Hutatumori area is divided into many identical regular Hills (Mt. Hutatumori) is 1223 m. The hexagons, the sides of which have a half difference in elevation between the summits length (1 km) of the average width of the as well as the two areas in general is about 800 Downloaded from http://pubs.geoscienceworld.org/gsa/gsabulletin/article-pdf/76/5/509/3442371/i0016-7606-76-5-509.pdf by guest on 02 October 2021 LOCATION AND TOPOGRAPHY 511 m. The slope between the areas has been Almost all parts of this fault consist of Nohi called the Atera fault scarp by some geo- rhyolitic welded tuff. According to Yamada morphologists (Tsujimura, 1929, p. 223-226; (1961), the main fault is a zone of parallel Okayama, 1930; Ito, 1941; Kaizuka and minor faults about 1 km wide, and the con- others, 1963, p. 93-98, 115-116). A series of stituent minor faults are zones of crushed and fault-line valleys, separated by several in- shattered rock about 100 m wide. At Kasimo, valley divides, extends along the base of the in the middle portion of the Atera fault, the fault scarp. At several places stream channels authors observed a vertical zone of fractured are offset, suggesting that the area northeast of rock about 15 m wide, which was in part the fault has moved 7-10 km to the northwest crushed breccia and clay. with respect to the southwest block. Figure 5 is a geological map of Sakasita after Near the southeastern end of the Atera Yamada and Murayama (1958), partly re- fault, at Sakasita, the Kiso River crosses the vised by the authors. The authors observed a fault line. Several river terraces have been crushed zone of the Atera fault which was formed there (Fig. 4). about 20 m wide at several localities. At a place about 2 km southeast of Sakasita, the GEOLOGY Atera fault meets the right lateral Kakizoretoge The geology in the area of the Atera fault fault (b-b in Fig. 5). Granite-porphyry is offset is shown in Figure 3, a revised map based on right laterally more than 500 m by the fault. the geological map of lida (Geological Survey Yamada (1961) has assigned the faulting across of Japan, 1961). The basement rocks of the the Atera fault to the same age as that of the area are grouped into three belts that extend main faulting of the Atera fault. This suggests from southwest to northeast: (1) The Hida that the Atera fault and the Kakizoretoge belt, which includes the upper left-hand fault group may form a set of conjugate corner of Figure 3; (2) The Ryoke belt, in the faults. lower right-hand corner of Figure 3; and (3) A belt of unmetamorphosed rocks which oc- DISPLACEMENTS OF RIVER cupies the zone between (1) and (2). Hida TERRACES and Ryoke belts consist of metamorphic and granitic rocks, and are regarded as Late Terraces of the Kiso River in Sakasita Paleozoic and/or Mesozoic orogenic belts. Nine river terraces, all on the west side of the During Late Cretaceous time, the Nohi Kiso River, are recognized in Sakasita. They rhyolitic welded tuff was deposited, with a are: I, the flood plain of the Kiso River; II, total volume of 3000 km3 (Kawada and III, and IV, Saihozi terrace group2; V, Sakasita- others, 1961). The deposition of the tuff was sinden terrace; VI, and VII, Sakasita terrace accompanied by the intrusion of the Naegi- group2; VIII, Takabe terrace2; and IX, Agematu granite and other granitic plutons. SySgenzi terrace2. The terraces are listed in During the Paleogene the land area was order of increasing age.
Recommended publications
  • Inazawa City Tour Guide Booklet Inazawa Harmony of Five So
    Inazawa City Tour Guide Booklet Inazawa Harmony of Five So All you want to know about sightseeing in Inazawa is in this booklet with handy maps!! Map to Inazawa City HOKURIKU EXPWAY Oyabetonami JCT Kanazawa Takayama Nagano Main Line NAGANO EXPWY Hokuriku TOKAI-HOKURIKU EXPWY Main Line Chuo Main Line Okaya JCT CHUO EXPWY Tokyo Ichinomiya- TOKAI-KANJO EXPWY Nishi IC TOMEI EXPWY Ichinomiya IC MEISHIN EXPWY SHIN-TOMEI EXPWY Inazawa Komaki JCT Suita JCT Nagoya Shizuoka City Toyota JCT Yokkaichi JCT ISE-WANGAN Tokaido Main Line Kameyama JCT EXPWY SHIN-MEISHIN EXPWY Osaka Tokaido Shinkansen HIGASHI-MEIHAN EXPWY Chubu Centrair International Airport Fukuoka / Okinawa Sendai / Sapporo By train Tokyo Nagoya Inazawa Tokaido Shinkansen Tokaido Main Line 1 hr. and 40 min. by "NOZOMI" 10 min. by Local Shin-Osaka Konomiya Tokaido Shinkansen Meitetsu Nagoya Main Line 52 min. by "NOZOMI" 12 min. by Limited Express Kanazawa Gifu Inazawa Hokuriku Main Line / Tokaido Main Line Tokaido Main Line 2 hr. and 36 min. 15 min. by Local by Limited Express "SHIRASAGI" By car Ichinomiya Ichinomiya- Suita JCT JCT Nishi IC Inazawa City Komaki JCT Okaya JCT MEISHIN TOKAI-HOKURIKU 15 min. CHUO EXPWY EXPWY EXPWY 135 min. 120 min. 1 min. Kameyama Ichinomiya Suita JCT JCT Kanie IC IC SHIN-MEISHIN HIGASHI-MEIHAN 20 min. 20 min. MEISHIN EXPWY EXPWY EXPWY 10 min. 70 min. 35 min. Oyabetonami Shizuoka JCT Bisai IC IC TOKAI-HOKURIKU EXPWY 20 min. TOMEI EXPWY 150 min. 140 min. By air Sapporo Chubu Centrair International Airport 1 hr. and 55 min. Sendai Express Konomiya 1 hr.
    [Show full text]
  • Flood Loss Model Model
    GIROJ FloodGIROJ Loss Flood Loss Model Model General Insurance Rating Organization of Japan 2 Overview of Our Flood Loss Model GIROJ flood loss model includes three sub-models. Floods Modelling Estimate the loss using a flood simulation for calculating Riverine flooding*1 flooded areas and flood levels Less frequent (River Flood Engineering Model) and large- scale disasters Estimate the loss using a storm surge flood simulation for Storm surge*2 calculating flooded areas and flood levels (Storm Surge Flood Engineering Model) Estimate the loss using a statistical method for estimating the Ordinarily Other precipitation probability distribution of the number of affected buildings and occurring disasters related events loss ratio (Statistical Flood Model) *1 Floods that occur when water overflows a river bank or a river bank is breached. *2 Floods that occur when water overflows a bank or a bank is breached due to an approaching typhoon or large low-pressure system and a resulting rise in sea level in coastal region. 3 Overview of River Flood Engineering Model 1. Estimate Flooded Areas and Flood Levels Set rainfall data Flood simulation Calculate flooded areas and flood levels 2. Estimate Losses Calculate the loss ratio for each district per town Estimate losses 4 River Flood Engineering Model: Estimate targets Estimate targets are 109 Class A rivers. 【Hokkaido region】 Teshio River, Shokotsu River, Yubetsu River, Tokoro River, 【Hokuriku region】 Abashiri River, Rumoi River, Arakawa River, Agano River, Ishikari River, Shiribetsu River, Shinano
    [Show full text]
  • 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.
    [Show full text]
  • Iflbi Restoration of Once-Lost Urban River
    1p Restoration o f once‐lost ur ban ri ver ‐ Focused on the case in Edogawa city, Tokyo Japan Japan Riverfront Research Center Director NOBUYUKI TSUCHIYA JRRN Chairperson 1 2p Location of Edogawa City ● Tokyo Metropolis 2 Edogawa City viewed from the air 3p Edogawa River Shin‐Nakagawa River Kyu‐Nakagawa River Nakagawa River Shinkawa River Chiba Pref. Araaakawa River Kyu‐Edogawa River Kasai Rinkai Park Artificial shore 3 Tokyo Bay 4p Historical details From “Flood Control” to “Water Utilization” and "Hyypdrophilicity " 洪水→利水→親水 5p 洪水 TkTokyo Floo d Disaster in 1910 5 6p 台風、Typhoon Kathleen in 1947 6 7p 台風、Typhoon Kathleen in 1947 7 8p 台風、Typhoon Kitty in 1949 8 9p 台風、 Typhoon Kanogawa in 1958 9 10p 10 11p Agricultural waterway in 1945 11 12p Rivers and Waterways in Edogawa City 1900´s Water and Greenery 13p NtNetwork SlScale Parks and Playgrounds, etc. 436 Parks (Area: 3,437,049 sq. m) Shinsui Parks 5 Routes (Total length: 9,610 m) Shinsui Green PPhaths 18 Routes Shinsui Park (Total llhength: 17,680 m) Shinsui Green Path 13 Furukawa Shinsui river Park 14p ‐ the first Shinsui river Park in Japan ‐ 古川親水河川公園 14 Komatsugawa Sakaigawa Shinsui river Park 15p 古川親水河川公園 15 Ichinoe Sakaigawa Shinsui river Park 16p 16 Shinodabori Shinsui Green Path 17p 17 Cleanup Activities by “Group of Lovers” 18p 18 19p Shinsui River Improvement 親水河川 20p 20 21p 1960's 21 22p 23p Furukawa before Construction 24p 24 25p 25 26p 26 27p Furukawa Shinsui Park after Construction 27 28p 28 Komatsugawa Sakaigawa Shinsui Park 29p before Construction 29 30p 30 Komatsugawa
    [Show full text]
  • Aichi Prefecture
    To Kanazawa Mino e in L a w Kisoji a Seki Gifu agarag Nakatsugawa N Inuyama Castle Gifu (National Treasure) Nakatsugawa u k Ibi i r K u Nihon Rhine Ena k y in o a te w t -H s s ai s u k e Chuo Expressway To pr I x Ena b E i Japan Monkey Park L i Gifu n e Little World Ogaki e in JR Chuo Line L Inuyama a e m n ya i Inu L u Tajimi s Meiji Mura t Nagano e t i (Meiji Era Village) e Maibara Komaki Meishin Expressway Gifuhashima Owari M Inuyama Ichinomiya tsu e Ibi River t i Komaki Seto e M Aichi Forest Park Nagara River Owari Seto Kamagaki no Komichi Museum(Ceramic Wall Lane Museum) K eto Line in S t u Aichi Prefectural e Kiso River ets t it s Nagoya e Ceramic Museum u M Y Castle Nagoya o r To Shin-Osaka o Dome L JR Central Towers i n Toyota Automobile Museum e Nagoya Nagoya Nagakute Kosenjo Park Shiga Orchid Higashiyama Zoo and (Nagakute Ancient Battlefield) Gardens Botanical Gardens Korankei Sanshu Asuke Yashiki (restored farmhouse and village) Kintetsu NagoyaNagoya/Boston Line Arimatsu-Narumi Toyota Asuke Museum of Fine Arts Shibori Kaikan Nagashima (Tie-Dyeing Museum) Aichi Kuwana Port of Nagoya Public Aquarium Nagashima Spa Land Aichi Loop Line Houraiji Chiryu ne Li e m Okazaki a n o e y k n a o i Mikawa T Meitetsu Marine Plaza L w Anjo Okazaki Castle s u a s s Ise Bay t Shin-Maiko e w r e t a p i JR Tokaido Higashi Okazaki k Anjo i x e Tokoname Shinkansen E M To Kyoto M n a u To ih Central Japan t m e e m t e o i T i International Airport e E Tokoname xp M res M sw Kiln Plaza and Museum Hekinan e ay ite Suzuka tu N a INAX Tile Museum g o y a Shizuoka Suzuka Gamagori L Toyokawa Inari Shrine i Suzuka Circuit n To Nara e Hekinantantopia Toyokawa Inari a it e I h n s i C e Minami Chita Beachland L u Mie E n x s e Toyohashi t Chita Bay p s Laguna Gamagori r e e t n s i i h Gamagori s e Toyohashi S J w M R a T Lake Hamana y Atsumi Bay o ka Utsumi ido Lin Tsu e Chita Peninsula Mikawa Bay Atsumi Peninsula Cape Irago To Toba.
    [Show full text]
  • A Synopsis of the Parasites from Cyprinid Fishes of the Genus Tribolodon in Japan (1908-2013)
    生物圏科学 Biosphere Sci. 52:87-115 (2013) A synopsis of the parasites from cyprinid fishes of the genus Tribolodon in Japan (1908-2013) Kazuya Nagasawa and Hirotaka Katahira Graduate School of Biosphere Science, Hiroshima University Published by The Graduate School of Biosphere Science Hiroshima University Higashi-Hiroshima 739-8528, Japan December 2013 生物圏科学 Biosphere Sci. 52:87-115 (2013) REVIEW A synopsis of the parasites from cyprinid fishes of the genus Tribolodon in Japan (1908-2013) Kazuya Nagasawa1)* and Hirotaka Katahira1,2) 1) Graduate School of Biosphere Science, Hiroshima University, 1-4-4 Kagamiyama, Higashi-Hiroshima, Hiroshima 739-8528, Japan 2) Present address: Graduate School of Environmental Science, Hokkaido University, N10 W5, Sapporo, Hokkaido 060-0810, Japan Abstract Four species of the cyprinid genus Tribolodon occur in Japan: big-scaled redfin T. hakonensis, Sakhalin redfin T. sachalinensis, Pacific redfin T. brandtii, and long-jawed redfin T. nakamuraii. Of these species, T. hakonensis is widely distributed in Japan and is important in commercial and recreational fisheries. Two species, T. hakonensis and T. brandtii, exhibit anadromy. In this paper, information on the protistan and metazoan parasites of the four species of Tribolodon in Japan is compiled based on the literature published for 106 years between 1908 and 2013, and the parasites, including 44 named species and those not identified to species level, are listed by higher taxon as follows: Ciliophora (2 named species), Myxozoa (1), Trematoda (18), Monogenea (0), Cestoda (3), Nematoda (9), Acanthocephala (2), Hirudinida (1), Mollusca (1), Branchiura (0), Copepoda (6 ), and Isopoda (1). For each taxon of parasite, the following information is given: its currently recognized scientific name, previous identification used for the parasite occurring in or on Tribolodon spp.; habitat (freshwater, brackish, or marine); site(s) of infection within or on the host; known geographical distribution in Japan; and the published source of each locality record.
    [Show full text]
  • History of Flood Fighting in the Kisosansen River Basin
    Flood Recovery, Innovation and Response I 123 History of flood fighting in the Kisosansen River Basin Y. Takeuchi1, M. Takezawa2 & H. Gotoh2 1Japan Infrastructure Partners, Japan 2Civil Engineering of Science & Tech., Nihon University, Japan Abstract The Isewan Typhoon caused considerable damage to the downstream regions of the Kisosansen River Basin on 26th September 1959. It caused approximately 4,500 deaths in and around Nagoya City, the most industrial city in Japan. This study describes the history surrounding the major flood mitigation projects related to land use in the Kisosansen River Basin since 100 A.D. when paddy fields were first established on the alluvial plain. Land use of the area gradually evolved to cover the entire alluvial plain, developing from subsistence farming to modern sophisticated industry. This study shows that economic development in the both side plains of the river has been altered since the construction of the eastern side dike on the Kiso River. The Kisosansen River Basin, with a catchment area of 9,100 km2, is drained by the Kiso River, the Nagara River and the Ibi River. These rivers previously flew in the Nobi Plain as a single river, with successive floods producing a change in the main channel. Keywords: Isewan Typhoon, Kisosansen River, history of flood mitigation works, benefits associated with flood mitigation works. 1 Introduction While flood damage has always been associated with agriculture and human settlement, they have increased in size and frequency as land use has changed for settlement, agriculture, commerce and industry. The Isewan Typhoon affected the downstream regions of the Kisosansen River Basin on September 26, 1959.
    [Show full text]
  • Midstream of Kiso River Affected by Tensho Mega-Earthquake
    6th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Midstream of Kiso river affected by Tensho mega-earthquake Katsuhiro Nishimura1, Masao Okuda2,Yukihiko Kani3,Yoji Nakane4and Kiyoshi Hayakawa5 ABSTRACT A flood struck the midstream area of Kiso River on August 9, Tensho 14 (1586). This flood has been called “Tensho river flood”. The midstream alignment of Kiso River has been altered at a range of 20km length during Tensho river flood. This paper presents the results of study on the activities of faults and the influence of ground changes derived from the Tensho mega-earthquake. Also, this paper presents the possibility that those watercourse changes of old Kiso River during Tensho period was due to the Tensho mega- earthquake rather than the Tensho river flood. Introduction Kiso River, Nagara River and Ibi River, which is called “Kiso three-rivers”, are flowing through the Nobi Plain including Nagoya city as shown in Fig.1. The Kiso three rivers repeated the large- scale watercourse change, the alluvial action, etc. and then, the said three rivers had formed a vast Nobi alluvial plain. When the alluvial lowlands in the Nobi Plain had been cultivated by people during the historic times, the flood damage occurred often at the area of midstream and down-stream of the Kiso three rivers. Those flood damages became to be recorded. It is known that a historical flood which is called the Tensho river flood at Kiso River Had changed a part of Kiso River’s watercourse. The Tensho river flood occurred in 1586, but it was not so large in scale to regard as the fundamental cause of the water-course change at Kiso River(Iida,1984).
    [Show full text]
  • Central Japan on the Shoryudo Centrair International Airport
    Issue 27, Winter 2013 is a Publication of The Aichi Prefectural Government San Francisco Office Central Japan on the Shoryudo Walking the Kumano Kodo Path Nagoya Castle the City Symbol Our first stop is in Mie Prefecture in the tail of the Dragon. Mie is accessible by ferries, buses and trains leaving many times per hour from Aichi Prefecture. The Kumano Kodo Path has been used for over a millennium by everyone from emperors to paupers. Even today walking the ancient path is a fantastic way to experience the unique cultural landscape of Kumano's spiritual countryside. Traveling up the dragon’s body our The Kumano Kodo Pilgrimage was next stop is of course Aichi Prefecture registered as UNESCO World Heritage in and its iconic castle. Called the center July 2004. It forms part of the Sacred piece of Nagoya City, Nagoya Castle and The Shoryudo (lit: Stretching Dragon Sites and Pilgrimage Routes in the Kii its surrounding buildings and gardens are Road) begins in Mie Prefecture then Mountain Range. the most popular tourist destination in winds through Aichi and Central Japan http://www.tb-kumano.jp/en/kumano-kodo/ Central Japan. New exhibits are routinely and ends in the Northern prefecture of added to the museum at Nagoya Castle Ishikawa. Nagoya City is a natural Ise Jingu, The Most Sacred Shrine so even if you have visited before there starting point on the Shoryudo, and there will be something new to see. Inside the are a large number of Aichi based tour castle priceless historical relics and companies serving this area.
    [Show full text]
  • The Latest Technologies of Prestressed Concrete Bridges in Japan
    THE LATEST TECHNOLOGIES OF PRESTRESSED CONCRETE BRIDGES IN JAPAN Tamio YOSHIOKA1 SUMMARY For more than 50 years prestressed concrete is one of the most important construction materials in not only Japan but also all over the world especially in the field of bridge construction. Since the first prestressed concrete bridge was constructed in 1952, tremendous prestressed concrete bridges have been constructed in Japan. In this paper the latest technologies, an extradosed bridge, a cable stayed bridge, a stress-ribbon bridge and truss bridges of the prestressed concrete and steel-concrete composite structure in Japan are introduced. Keywords: Prestressed concrete bridge; extradosed bridge; cable stayed bridge, stress-ribbon bridge; composite bridge; truss bridge A STEEL-CONCRETE COMPOSITE EXTRADOSED BRIDGE KISO & IBI RIVER BRIDGE 1450000 625000 520000 49350 160000 275000 275000 160000 85000 105000 85000 85000 105000 85000 85000 105000 85000 (Steel Girder) (Steel Girder) (Steel Girder) P1 PA3 P4 P3 P2 P1 PA2 P15 Fig.1 Side view of KISO River Bridge Location : KISO & IBI River Bridges are located near NAGOYA city, 370 km west of Tokyo. These are a part of the New MEISHIN Expressway between NAGOYA and KOBE city. Outline of the bridge : The KISO and IBI River Bridge are 1,145m (=160+3@275+160m) and 1,397m ([email protected]+157m) long respectively. Both bridges are 33m wide with six traffic lanes. The depth of the concrete girder varies from 7m at the supports to 4m at the standard section. The depth of the steel girder is uniformly 4m. The height of the pylon is 30m.
    [Show full text]
  • Menu List for the Creation of Training Programs
    Menu List for the Creation of Training Programs May 2017 Gifu Prefectural Inland Fisheries Training Center 【 Index 】 1 Introduction to the Globally Important Agricultural Heritage Systems (Lecture & Field Visit) 2 Environmental Conservation Initiatives Considering the Links Between Forests, Rivers, and the Sea (1) Conservation of the River’s Clear Water (Lecture & Field Visit) (2) Significance of the Conservation of Biodiversity Conservation (Lecture & Field Visit) 3 Fishery Management by Fishery Cooperatives (1) General Introduction to the Increase of Fishery Resources (Lecture & Field Visit) (2) Fishery Resource Management System with Ayu as Illustrative Example (Lecture , Field Visit & Practical training) 4 Tourism and Branding (Field Visit) 5 Techniques for Increased Production and Aquaculture (1) Increase Production Techniques ① Ayu (Lecture & Field Visit) ② Salmonidae (Lecture & Training) ③ Carp and Crucian Carp (Lecture & Field Visit) (2) Aquaculture Techniques ① Ayu (Lecture, Field Visit & Practical training) ② Salmonidae (Lecture & Training) ③ Carp and Crucial Carp (Lecture & Field Visit) ④ Catfish (Lecture & Field Visit) ⑤ Sculpin (Lecture & Field Visit) ⑥ Fish disease diagnosis Title 1Introduction to the Globally Important Agricultural Heritage Systems [Training Overview] The Nagara River and its pristine waters are conserved within the lives of the local people, and the ayu raised and nurtured in the river basin connect deeply to the regional economy, history and culture. The Satokawa System, a system which links the aquatic
    [Show full text]
  • The Construction and Impact of the Nagara River Estuary
    Chapter 10: Nagara River Estuary Barrage Conflict Norio Okada1, Hirokazu Tatano1, and Alkiyoshi Takagi2 1Disaster Prevention Research Institute, Kyoto University 2Faculty of Engineering, Gifu University Introduction This case study is an application of IRGC’s Risk Governance Framework to an actual water resources management problem which challenged the disaster risk governance system in Japan, the construction of the Nagara River Estuary Barrage. It represents an example of a problem in which decision-makers were faced with difficult tradeoffs between protection of public safety and important water resources on the one hand, and concerns about adverse socio-economic and environmental impacts of the barrage on the other. This problem also illustrates the evolving nature of conflicts over time, where the values that dominated the decisions in the early planning stages were not those that drove public opinion toward the end. The Nagara River Estuary Barrage was planned at the mouth of the Nagara River by the Ministry of Construction of the Japanese Government in order to develop water resources and mitigate flood disasters. The Nagara river runs through the Nagoya metropolitan region which is the third largest metropolitan area in population and a very important industrial area for Japanese economy, especially, automobile and machinery industries. However, local fishermen and eventually became opposed to the plan, and were joined in their opposition by an emerging new group of environmentalists. Crucial conflicts occurred among government officials, local people and societal groups holding diverse values. The conflicts have become compounded, evolved and lasted from 1968 to now, though some tentative resolution seems to have been reached.
    [Show full text]