Gunma Prefecture Survey Results
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Outline of Tone Canal Project
Outline of Tone Canal Project Incorporated Administrative Agency Japan Water Agency The views expressed in this presentation are the views of the author and do not necessarily reflect the views or policies of ADBI, the Asian Development Bank (ADB), its Board of Directors, or the governments they represent. ADBI does not guarantee the accuracy of the data included in this presentation and accepts no responsibility for any consequences of their use. Terminology used may not necessarily be consistent with ADB official terms. 1.1. OutlineOutline ofof ProjectProject LocationLocation MapMap ((KantoKanto plainplain)) Tone Canal service coverage Tokyo of agri.(29,000ha) Metropolis Altitude Area Water Facility Irrigation 3,000m Paddy 2,000 Drainage 1,000 Uplan 500 Divertion 200 d 0 Residentia Pumpimg l Yagisawa Dam JWA Dam ToneTone CanalCanal ProjectProject Naramata Dam Others Dam Aimata Dam JWA Barrage Sonohara dam OutlineOutline JWA domestic and Industrial Sonohara Dam Canal JWA Irrigational Canal Kusaki Dam Tone river Shimokubo Dam Tone Takizawa Dam Diversion weir Watarase Urayama dam Ara river retarding basin Service Area of domestic water Service area (about 11million people) of agricultural water (29,000ha) Service Area Industrial water 743 Mil m3 of Industrial water Tokyo Domestic, Industrial, (about 370 company) or etc water 1,034 Mil m3 Metropolis TOTAL 1,778 Mil m3 ( per year 2005) Tokyo bay OutlineOutline ofof thethe ToneTone CanalCanal ProjectProject • Tone Canal Project was carried out during 1963 to 1968. • Intake water quantity from Tone river was max 138m3/s ( 134m3/s, nowadays). 33 PurposePurpose ofof thethe ProjectProject ①① ToTo supplysupply MunicipalMunicipal WaterWater forfor TokyoTokyo metropolitan,metropolitan, SaitamaSaitama andand GunmaGunma prefecture,prefecture, developeddeveloped byby damsdams inin upperupper sitesite ofof ToneTone RiverRiver andand AraAra River.River. -
24Th ICOLD Congress 2 to 8 June 2012 ~ Kyoto, Japan
24th ICOLD Congress 2 to 8 June 2012 ~ Kyoto, Japan 【JWA】 Norihisa Matsumoto Japan Commission on Large Dams The increase of dams higher than 15 m after 1900 2,500 2,000 1,500 Municipal water 1,000 Flood control Number of dams Multipurpose Hydropower 500 Irrigation 0 1900-1910 -1920 Excluding 672 dams constructed before 1900, mainly irrigation use. -1930 -1940 -1950 -1960 -1970 -1980 -1990 -2000 -2009 【 JCOLD 】 Type of dams in Japan 52 43 985 1043 281 Earthfill Rockfill Coccrete Gravity Concrete Arch Others Sayama-ike Dam 2003 【Osaka Pref.】 History of Modification of Sayamaike Dam 2001 Rehabilitation ③. 1608 ①. 1926~1931 1962~1964 ④-2. 1452 ②. 1620~1621 1693~1694 ④-1. 1202 1857~1859 ⑤. 762 ⑥. 731 ⑦. 616 ⑧-2. 1596(Earthquake) ⑧-1. 734(Earthquake) 【Osaka Pref.】 Water has sustained population (million) (million ha) (million m3) 140 10 5,000 9 120 Population 8 4,000 100 7 Active storage capacity 3,000 80 6 5 60 Cultivated area 4 2,000 Population 40 3 Cultivated area Cultivated 2 1,000 20 capacity storage Active 1 0 ≈ 0 0 A.D. 6000 800 1000 1200 1400 1600 1800 2000 【MAFF】 Food and water Increase Food Efficient Water Self-sufficiency Management 108m3 VITRTUAL WATER 80 billion m3 water imported (2005) 【 MOE 】 The first hydropower station in Japan Keage Hydroelectric Power Station 1st Stage 60kW ‐200kW 19 units Total 1760kW Commissioned since 1891 by Kyoto City Utilized for - Spinning - Lighting - Textile - Street cars An Element of Lake Biwa Canal Project 1895 【Kyoto City & KEPCO】 Development of hydropower in Japan Reservoir hydro Run-of-river -
Results of the FY2017 Analysis of Radioactive Strontium the Analysis
Results of the FY2017 Analysis of Radioactive Strontium The analysis of radioactive strontium was conducted for locations where activity concentrations of radioactive cesium in sediments were relatively high. As a result, activity concentrations of Sr-90 were in the range of not detectable to 22Bq/kg(dry). Sediment Activity concentration [Bq/kg(dry)] Location General items (see above) Radioactive Sampling Date Radioactive cesium (see above) Strontium Sample length Sediment content Prefecture Water Body/Point Property Cs-134 Cs-137 Total Sr-90 (cm) (%) 2017/4/26 3 37.3 Sand/silt 85 630 715 0.76 River Abukuma River Abukuma-ohashi Bridge (Iwanuma) 2017/10/14 5 70.1 Sand 12 100 112 <0.39 2017/8/18 5 16.3 Silt 150 1,100 1,250 0.82 Sounoseki Dam Dam site 2017/10/22 5 17.5 Silt 120 980 1,100 1.2 Lake Amanuma Lake exit 2017/8/24 3 56.1 Sand/gravel/silt 140 1,100 1,240 <0.32 Miyagi Prefecture Lake and reservoirs 2017/8/29 5 30.1 Silt 250 2,100 2,350 0.86 Shichikasyuku Dam Dam site 2017/10/17 5 30.1 Silt 210 1,700 1,910 0.88 2017/5/25 5 15.6 Silt 140 930 1,070 0.64 Lake Bagyunuma Lake exit 2017/12/10 3 53.6 Sand 100 930 1,030 0.43 2017/5/25 6 70.5 Sand 14 91 105 <0.28 Coastal area Offshore of Abukuma River Estuary 2017/10/10 5 71.2 Sand 10 63 73 <0.34 2017/6/7 3 74.5 Silt/sand 13 100 113 <0.28 Manogawa River Majima Bridge 2017/12/4 5 53.3 Sand/silt 29 240 269 <0.41 2017/8/15 3 59.5 Sand/silt 340 2,700 3,040 <0.35 Ota River Masuda Bridge 2017/10/19 3 40.5 Silt/sand 430 3,600 4,030 <0.25 2017/8/11 3 79.1 Gravel/sand 560 4,500 5,060 <0.43 Rivers Ukedo -
JPCI Newsletter No.13 March 2021
JPCI Newsletter No.13 March 2021 JPCI NEWSLETTER No.13, March 2021 Japan Prestressed Concrete Institute JPCI AWARD Award for Outstanding Structures ● Washimi Bridge Location:Gujo City, Gifu Prefecture. Structure overview:The Washimi Bridge (Phase II) is a 490.0m long bridge on the Tokai-Hokuriku expressway. It was designed to run adjacent to the current Phase I bridge spanning a deep valley, using a four-span continuous rigid frame prestressed reinforced concrete (PRC) box girder design with corrugated steel webs on three tall piers, the tallest of which is 125 m high and the best height in Japan. Because the bridge is in a heavy snowfall region with severe weather conditions during construction, the rapid construction method was adopted in order to utilize precast elements during construction of the bridge piers. To speed up the construction of the superstructure, the rapid construction of corrugated steel webs method was used. This method boosts construction efficiency by installing the form traveler on the corrugated steel panels and enabling construction to progress on several blocks simultaneously. Provider:Central Nippon Expressway Co., Ltd Design:Japan Bridge & Structure Institute, Inc Sumitomo Mitsui Construction Co., Ltd Construction:Sumitomo Mitsui Construction Co., Ltd ● The Second Komono Viaduct on the Shin-Meishin Expressway Location:Komono-cho , Mie Outline of Structure:The Second Komono Viaduct is a 19-span, 1,103-meter-long viaduct comprised of a 3-span prestressed reinforced concrete continuous extradosed bridge, sandwiched by two continuous box-girder bridges with 5 spans and 11 spans. Concerning the design, an attractive appearance of the sub- and super-structure was importantin determining the form. -
(News Release) the Results of Radioactive Material Monitoring of the Surface Water Bodies Within Gunma Prefecture (October-December Samples)
(News Release) The Results of Radioactive Material Monitoring of the Surface Water Bodies within Gunma Prefecture (October-December Samples) Friday, March 1, 2013 Water Environment Division, Environment Management Bureau, Ministry of the Environment Direct line: 03-5521-8316 Switchboard: 03-3581-3351 Director: Tadashi Kitamura (ext. 6610) Deputy Director: Tetsuo Furuta (ext. 6614) Coordinator: Katsuhiko Sato (ext. 6628) In accordance with the Comprehensive Radiation Monitoring Plan determined by the Monitoring Coordination Meeting, the Ministry of the Environment (MOE) is continuing to monitor radioactive materials in water environments (surface water bodies (rivers, lakes and headwaters, and coasts), etc.). Samples taken from the surface water bodies of Gunma Prefecture during the period of October 8-December 19, 2012 have been measured as part of MOE’s efforts to monitor radioactive materials; the results have recently been compiled and are released here. The monitoring results of radioactive materials in surface water bodies carried out to date can be found at the following web page: http://www.env.go.jp/jishin/rmp.html#monitoring 1. Survey Overview (1) Survey Locations 70 environmental reference points, etc. in the surface water bodies within Gunma Prefecture (Rivers: 48 locations, Lakes: 22 locations) (2) Survey Method ・ Measurement of concentrations of radioactive materials (radioactive cesium (Cs-134 and Cs-137), etc.) in water and sediment ・ Measurement of concentrations of radioactive materials and spatial dose-rate in soil in the surrounding environment of water and sediment sample collection points (river terraces, etc.) 2. Outline of Results (* denotes the results of the previous survey: July-October 2012) (1) Water Quality (Lower detection limit: 1Bq/L) Cs-134+Cs-137: Not detectable (ND) at any location (* ND-1Bq/L) <Reference> Specification and Standards for Food, Food Additives, etc. -
Fy2014 [Pdf 9207Kb]
FY2014 Results of the Radioactive Material Monitoring in the Water Environment March 2016 Ministry of the Environment Contents Outline .......................................................................................................................................................... 1 Part 1: National Radioactive Material Monitoring in the Water Environment in the Whole of Japan (FY2014) ....................................................................................................................................................... 6 1. Objective and Details ............................................................................................................................ 6 1.1 Objective ......................................................................................................................................... 6 1.2 Details ............................................................................................................................................. 6 2. Survey Methods and Analysis Methods ............................................................................................. 18 2.1 Survey methods ............................................................................................................................ 18 2.2 Analysis methods .......................................................................................................................... 19 3. Results ............................................................................................................................................... -
Print Sample of English Manuscript
Annual Journal of Hy draulic Engineering, JSCE, Vol.5 9, 2015, February INVESTIGATING THE HYDROLOGIC RESPONSE OF CURRENT DAM OPERATION SYSTEM TO FUTURE CLIMATE IN A SNOWY RIVER BASIN (YATTAJIMA) OF JAPAN Maheswor SHRESTHA1, Patricia Ann JARANILLA-SANCHEZ2, Lei WANG 3 and Toshio KOIKE4 1,2Member of JSCE, Ph. D., Research Associate, Dept. of Civil Eng., the University of Tokyo (Bunkyo-ku, Tokyo, 113-8656, Japan) 3Member of JSCE, Ph. D., Professor, Inst. of Tibetan Plateau Research, Chinese Academy of Sciences (Beijing, 100085, China) 4Fellow of JSCE, Dr. Eng., Professor, Dept. of Civil Eng., the University of Tokyo (Bunkyo-ku, Tokyo, 113-8656, Japan) A distributed biosphere hydrological model with energy balance based multilayer snow physics (WEB-DHM-S) was implemented to investigate the hydrologic response of the current dam operation system to future climate in a snowy river basin (Yattajima basin) of Japan considering the impacts on flood, drought and dam behavior. Dynamic downscaled data (6 km and hourly) for past and future climate were archived from Data Integration and Analysis System (DIAS). Dam operation modules for 6 dams were formulated based on observed patterns of dam inflow/outflow and were validated in 2001-2005. The climatological average analysis of past (1981-2010) vs future (2081-2110) simulation results indicate that a remarkable decrease in runoff in May at Yagisawa, Naramata, Fujiwara and Aimata dam is observed due to shift of snowmelt towards April. Top 20 flood analysis reveals that future peak flow will increase in all gauges and dams except Fujiwara dam. Flood risk is reduced by Fujiwara dam due to the projected changes in snow seasonality.