Vulnerability to Flood Risks in Japanese Urban Areas: Crisis Management and Emergency Response for Efficient Evacuation Management
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List of Previous Grant Projects
Toyota Environmental Activities Grant Program 2019 Recipients Grant Catego Theme Project Description Organization Country ry "Kaeng Krachan Forest Complex: Future Conference of Earth Creation Project Through Local Knowledge Environment from Thailand and Traditional Knowledge" for Sustainable Akita Environmental Innovation Japan International Orangutan Conservation Activity in Forestry Promotion Collaboration with the Government and Indonesia and Cooperation Residents in East Kalimantan, Indonesia Center Environmental Conservation Activity Through the Production Support of Organic Fertilizers from Palm Oil Waste and the Agricultural Kopernik Japan Indonesia Education for Farmers to Receive the Roundtable on Sustainable Palm Oil (RSPO) Certification in Indonesia Biodiversi Nippon Practical Environmental Education Project in ty International Collaboration with Children, Women, and the Cooperation for India Government in a Rural Village in Bodh Gaya, Community India Development Star Anise Peace Project Project -Widespread Adoption of Agroforestry with a Barefoot Doctors Myanmar Overse Focus on Star Anise in the Ethnic Minority Group as Regions in Myanmar- Sustainable Management of the Mangrove Forest in Uto Village, Myanmar, as well as Ramsar Center Share Their Experiences to Nearby Villages Myanmar Japan and Conduct Environmental Awareness Activities for Young Generations Patagonian Programme: Restoring Habitats Aves Argentinas Argentina for Endemic Wildlife Conservation Beautiful Forest Creation Activity at the Preah Pride of Asia: Preah -
Volki (Annelida: Clitellata: Propappidae) from Japan
JapaneseJapaneseSociety Society ofSystematicof Systematic Zoology Species Diversity, 2006, 11, 359-365 New Record of Propappus volki (Annelida: Clitellata: Propappidae) from Japan Takaaki Torii ll)Et`I CDnsuttants inc., 1334-5Riemon, Oigawa. Shida, Shizuoka, 421-CL212 .lapan E-mail: [email protected] (Received 1 November 2005; Accepted 11 July 2006) A species of freshwater oligochaete, PrQpoppus volki Michaelsen, 1916, is newly recorded from sand and gravel bottoms of several unpolluted streams in Honshu, Japan. The present material agrees well with the previous de- scriptiens of this species except that the spermathecal ampulla is shorter and the proboscis is more elomgate than those described earlier. This is the first record of the family Propappidae Coates, 1986 (New Japanese name: Ko- himemimizu-ka) and the genus Prql)qppus Miehaelsen, 1905 (New Japanese narne: Ko-himemimizu-zoku) in Japan. It provides evidence that the oligochaete fauna in Japan is more closely related to the Holarctic than to the Sino-Indian zoogeographical region, PrQpqppus votici can be regarded as a good bio-indicator fbr unpolluted water. Key Words: oligochaetes, Clitellata, Propappidae, Propappus volki, new record, Japan. Introduction The genus PrQpqppus was erected by Michaelsen (1905) fbr PrQpappus gtandu- losus Michaelsen, 1905 in the family Enchytraeidae. Afterwards Coates (1986) cre- ated the family Propappidae for the single genus PrQpappus on the basis of a unique combination of setal and genital characteristics distinctly different from those ef the Enchytraeidae. Only three species of Propampus have so far been described from freshwater habitats of the Palaearctic region, Among them, Prqpqppus glandulosus has been recorded from Lake Baikal and the Angara and Yenisey Rivers in central Russia (Michaelsen 1905; Coates 1986), PrQpqppus arhynchotus Sokolskaja, 1972 has been recorded only from the Kamchatka Peninsula and Amur basin in the Russian Far East (Timm 1994, 1999a). -
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 -
How Is the Gap Between the Concept and Practice of Integrated Sediment Management Bridged?
K-3 Fourth International Conference on Scour and Erosion 2008 HOW IS THE GAP BETWEEN THE CONCEPT AND PRACTICE OF INTEGRATED SEDIMENT MANAGEMENT BRIDGED? Koh-ichi FUJITA Member of JSCE, Research Coordinator for Environmental Affairs, Environment Dept., National Institute for Land and Infrastructure Management (NILIM), Ministry of Land, Infrastructure, Transport and Tourism (MLIT) (Asahi 1, Tsukuba-shi, Ibaraki-ken, 305-0804, Japan) E-mail: [email protected] In Japan, various and intensive modifications to river systems through projects for sediment/flood control, water resources development, electric power supply, river improvement and so on have played extremely important roles in mitigating flood/sediment related disasters and improving our lives and society. At the same time, they have changed river-basin-scale sediment transport systems, bringing new problems with their system soundness in terms of continuity, sustainability and ecological functions. Perceiving that this shows limitations of a locally optimized approach by the area and purpose, which had been taken because of its efficiency, the government has already laid out the concept of “integrated management of a sediment transport system” as a new national policy direction. However, there still appears to be the gap between the concept and its practice, which may retard sweeping development of the new policy. Instead of seeking for “magic technology” that alone can bridge the gap, this overview paper stresses three keys to firmly establishing integrated sediment management: (a) grasping and sharing an overall image of a sediment transport system by using a “common language” that macroscopically describes sediment transport phenomena, not being limited to excessively precise analysis; (b) appropriately performing a diagnosis to identify the structure of problems through a scenario-driven approach, not being preoccupied by stereotyped thoughts; (c) prioritizing the development of component technologies and linking them with policy setting & implementation processes. -
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. -
Intraspecific Relationships and Variation of Two Lefua Species (Balitoridae, Cypriniformes) in the Tokai Region, Honshu, Japan
Journal of Water Resource and Protection, 2017, 9, 238-253 http://www.scirp.org/journal/jwarp ISSN Online: 1945-3108 ISSN Print: 1945-3094 Intraspecific Relationships and Variation of Two Lefua Species (Balitoridae, Cypriniformes) in the Tokai Region, Honshu, Japan Jun-Ichi Miyazaki1, Seiya Hida1, Takurou Ozaki1, Yuichirou Tabata1, Misaki Iwata1, Masashi Nakazawa1, Youki Fukasawa2, Tomonari Asaka3 1Faculty of Education and Human Sciences, University of Yamanashi, Kofu, Japan 2Department of Education, Graduate School of Medical and Engineering, University of Yamanashi, Kofu, Japan 3Mikawa Freshwater Life Network, Toyokawa, Japan How to cite this paper: Miyazaki, J.-I., Abstract Hida, S., Ozaki, T., Tabata, Y., Iwata, M., Nakazawa, M., Fukasawa, Y. and Asaka, T. Two species Lefua echigonia and Lefua sp. 2 of the eight-barbel loach inhabit (2017) Intraspecific Relationships and Varia- the Tokai region of Honshu, Japan. We determined sequences of the mito- tion of Two Lefua Species (Balitoridae, Cy- chondrial D-loop region to elucidate intraspecific phylogenetic relationships priniformes) in the Tokai Region, Honshu, Japan. Journal of Water Resource and Pro- and variation in these two species. Lefua sp. 2 represented high intraspecific tection, 9, 238-253. genetic similarity and complicated haplotype network, but three assemblages https://doi.org/10.4236/jwarp.2017.92016 were recognized, including specimens mainly from Yahagi, Toyo, and Tenryu River systems, respectively, and named Groups 1 to 3. Divergence of Group 1 Received: January 10, 2017 Accepted: February 12, 2017 from the others was marginally supported, but Group 2 was paraphyletic to Published: February 15, 2017 Group 3, suggesting the existence of two populations, i.e. -
Trematodes of a New Genus, Neoplagioporus Gen. N. (Digenea: Opecoelidae: Plagioporinae), and an Unidentified Opecoelid Mm &
[Jpn. J. Parasitol., Vol. 39, No. 4, 384-396, August, 1990] Trematodes of a New Genus, Neoplagioporus gen. n. (Digenea: Opecoelidae: Plagioporinae), and an Unidentified Opecoelid from Freshwater Fishes of Japan Takeshi SHIMAZU (Accepted for publication; July 2, 1990) Abstract A new genus, Neoplagioporus gen. n., is proposed in the subfamily Plagioporinae Manter, 1947 (Opecoelidae). It is morphologically characterized chiefly by the distinctly bipartite, short and straight seminal vesicle, the sinistrally submedian genital pore, the usually trilobate or rarely smooth to bilobate ovary, and the vitelline follicles usually entering the forebody or rarely being confined to the hindbody. Neoplagioporus zacconis (Yamaguti, 1934), comb. n. (= Caudotestis zacconis Yamaguti, 1934, type species), TV. ayu (Takahashi, 1928), comb. n. ( = Podocotyle ayu Takahashi, 1928), N. elongatus (Goto et Ozaki, 1930), comb. n. ( = Lebouria elongata Goto et Ozaki, 1930 = C. orientalis Yamaguti, 1934, syn. n. = C. gnathopogonis Yamaguti, 1934, syn. n.), and an unidentified opecoelid are described and figured from Japanese freshwater fishes. Data on their hosts, geographical distribution and life cycles are given. Key words: digeneans, Neoplagioporus gen. n., Opecoelidae, freshwater fishes, Japan This paper, the fifth in a series on the digenetic absent. Genital pore ventral, median or sinistrally trematodes of the Japanese freshwater fishes, submedian, prebifurcal. Ovary pretesticular or covers three species of a new genus in the sub opposite anterior testis. Seminal receptacle family Plagioporinae Manter, 1947, and an present, canalicular. Uterus usually pretesticular, unidentified trematode, all in the family sometimes extending into testicular region. Eggs Opecoelidae Ozaki, 1925. filamented or not, nonembryonated when laid. The materials and methods and the diagnosis Vitelline follicles distributed along ceca, entering of the Opecoelidae have appeared in the first and forebody or confined to hindbody. -
Note Sensory Analysis of the Taste of Ayu Sampled from Different River
Food Sci. Technol. Res., 19 (3), 479–483, 2013 Note Sensory Analysis of the Taste of Ayu Sampled from Different River Environments 1* 2 1 1 Noriko HattoRi , Asako uCHida , Mitsuaki SaNo and Tetuo MuRakaMi 1 Graduate School of Human Life Science, Nagoya Women’s University, 3-40 Shioji-cho, Mizuho-ku, Nagoya 467-8610, Japan 2 Toyota Yahagi River Institute, 2-19 Nishi-machi, Toyota 471-0025, Japan Received December 18, 2012; Accepted January 22, 2013 It is widely believed that attached diatoms are the best food source for freshwater ayu Plecoglossus altivelis (Temminck et Schlegel) in Japan. However, sensory testing by a panel consisting of 40 untrained tasters and analyses of gut content showed that there was no significant correlation between preference scores for fish taste and the dominance of diatoms in the algal assemblages fed upon by ayu in the Yahagi River, Aichi Prefecture, Central Japan. Ayu that fed on the filamentous blue-green algae Homeothrix varians was evaluated higher for aroma and fat content than those that fed on diatoms. Ayu feeding on diatoms were collected in the lower reaches of the Yahagi River which receive domestic sewage. In the ab- sence of more detailed analyses, exposure to sewage is considered to confer a characteristic aroma on Ayu. Keywords: attached algae, Ayu, gut content, sensory testing, Yahagi River Introduction also doubtful. For example, Hodoki et al. (2003) showed that Ayu, Plecoglossus altivelis (Temminck et Schlegel), a there was no significant difference in body length and weight member of Plecoglossidae, is one of the most popular fresh- between two ayu populations that fed on either diatoms or water fishes in Japan. -
Dam, Construction, Red Tide, Surface Area, Bay, Estuary
World Environment 2012, 2(6): 120-126 DOI: 10.5923/j.env.20120206.03 Relationship between Red Tide Occurrences in Four Japanese Bays and Dam Construction Kunio Ueda Department of Biological Resources Management, School of Environmental Science, The University of Shiga Prefecture, Japan Abstract Since about half a century ago, red tide has been occurring in many coastal places of Japan, such as Tokyo Bay, Ise Bay, Osaka Bay, and Ariake Sea. Red tide is algal accumulation that could be a result of eutrophication in bays and lakes. At the same time, dams have been constructed in Japan on rivers that flow into the bays where red tide has been occurring. The correlation between red tide occurrence and dam construction in Japan was researched using the data of many government organizations. The results indicate that the construction of dams influences the occurrences of red tide. When a dam is built on a river, there is a tendency for red tide to result in an estuary of that river a few years later. The number of red tide occurrences is related to the surface area of the dam: as the surface area of a constructed dam increases, the number of red tide occurrences in a bay increases. Thus, the construction of dams seems to cause eutrophication in bays and lakes. Because it seemed that small particles flowed from dams contain nutrients that stimulate the growth of algae. Ke ywo rds Red Tide, Dam, Construction, Coastal Area, Surface Area, Es tuary In these cases, other factors should be discussed for 1. Introduction solving the problem of red tide occurrence. -
Directorate General of Water Resources Ministry of Public Works Republic of Indonesia 1 • Information for Preventive Investment
Water –related Disaster Risk Information for Risk Reduction June 23, 2014 The 6th Asian Ministerial Conference on Disaster Risk reduction in Bangkok, Thailand Directorate General of Water Resources Ministry of Public Works Republic of Indonesia 1 • Information for Preventive Investment • Information for Preparedness and Response • Summary 2 Disaster Risk Management • Mitigation DISASTER Response to prevent disasters Preparedness • Preparedness to ensure effective response Recovery • Response Mitigation to reduce adverse impacts during the flooding • Recovery to assist the affected communities to rebuild themselves We need to consider what information is necessary in accordance with each stage 3 Effect of Preventive Investment • Investment for prevention can reduce disaster damages largely In case of “TOKAI devastating flood” in Japan 2000, Prior investments of JPY71.6 billion made it possible to reduce disaster damage by about JPY550 billion. Effect of disaster prevention projects: Equivalent of approx. Amount of damage: JPY550 billion Approx. Waterlogged conditions due to heavy downpours in Tokai region JPY670 billion After implementation of projects: Estimated amount of Projects costs: damage:Approx. * Special Emergency Project for Shonai River JPY 120 billion JPY 71.6 billion in total and Shin River Disaster Prevention Strategies(2000 to 2004). Amount of disaster damage Estimated amount of Costs for preventing incurred from heavy damage after recurrence of disasters* downpour in Tokai region implementation of projects 4 Number of Fatalities -
Half-Graben Inversion Tectonics Revealed by Gravity Modeling in the Mikawa Bay Region, Central Japan Ayumu Miyakawa* , Tomoya Abe, Tatsuya Sumita and Makoto Otsubo
Miyakawa et al. Progress in Earth and Planetary Science (2020) 7:63 Progress in Earth and https://doi.org/10.1186/s40645-020-00376-6 Planetary Science RESEARCH ARTICLE Open Access Half-graben inversion tectonics revealed by gravity modeling in the Mikawa Bay Region, Central Japan Ayumu Miyakawa* , Tomoya Abe, Tatsuya Sumita and Makoto Otsubo Abstract The Mikawa Bay Region, central Japan, is characterized by many active faults recording Quaternary activities. It is, however, difficult to understand the overall tectonic character of the region due to a thick sedimentary cover. We report the first finding of Neogene basin inversion in southwest Japan by estimating the depth and structure of the basement surface in the Mikawa Bay Region by analyzing gravity data. Our gravity basement map and two- dimensional density-structure model automatically determined using the genetic algorithm revealed a half-graben bounded on the south by the north-dipping Utsumi Fault. The motion of the Utsumi Fault, which inverted from normal faulting during the Miocene to recent reverse faulting, indicated the inversion of the half-graben. The timing of the inversion of the fault motion, i.e., the reverse faulting of the Miocene normal fault, can be compared with an episode of basin inversion observed at the eastern margin of the Japan Sea, northeastern Japan. The Takahama Fault in the southwestern part of the Nishi–Mikawa Plain is considered to have formed as a result of the backthrust of the Utsumi Fault under inversion tectonics. If the Takahama Fault is indeed the backthrust fault of the Utsumi Fault, the root of the Takahama Fault may be deep such that the Takahama Fault is seismogenic and linked to the 1945 Mikawa earthquake. -
Title Development of 2D-3D Numerical Coupling Model For
Development of 2D-3D Numerical Coupling Model for Title Inundation Flow Analysis and Its Application to Urban Area( Dissertation_全文 ) Author(s) LEE, Dongkeun Citation 京都大学 Issue Date 2011-03-23 URL https://doi.org/10.14989/doctor.k16056 Right Type Thesis or Dissertation Textversion author Kyoto University Development of 2D-3D Numerical Coupling Model for Inundation Flow Analysis and Its Application to Urban Area By LEE Dongkeun 2010 Abstract Inundation disasters due to heavy rainfall are common throughout the world, which contain inundation due to insufficient drainage capacity of sewerage, overflow from a river channel and inundation due to levee failure. Inundation disasters are frequently reported to have brought about extensive property damage and loss of life. Therefore, understanding of mechanism and behavior of inundation flow and research of countermeasures are very important in order to manage inundation disasters and prevent hazards in a river basin. To reduce inundation disasters, it is common to couple structural and non-structural countermeasures and consider various scenarios involving conditions of river and floodplain and variations of flood discharge. Most of the inundation studies have been related to insufficient drainage capacity of sewerage or levee failure. But, study of inundation flow considering overflow from a river channel is also very important to establish countermeasures against inundation disasters. Hydraulic structures in a river such as pier and girder cause water level rise during flood period. In fact, flood disasters are occurring in all parts of the country. To evaluate effective non-structural preventive countermeasures against inundation disasters, it is necessary to estimate precisely the inundation flow considering overflow from a river channel and complicated flow in a river.