TAKAYAMA Reservoir
HINACHI Reservoir SYORENJI Reservoir KIZU-River Integrated Reservoir Management Office
NUNOME Reservoir MUROU Reservoir
KIZU-River Integrated Reservoir Management Office For Rich Living of People Outline of KIZU-River Basin ●Outline of YODO (KIZU) River Basin YODO River Basin includes six prefectures, MIE, SHIGA, KYOTO, OSAKA, HYOGO and NARA. Upsteam of the River is divided into UJI-River, KIZU-River and KATSURA-River. YODO-River flows to OSAKA bay after confluence of these 3 rivers at south-east of KYOTO. Headwaters of KIZU-River is from SUZUKA and NUNOBIKI mountain rage. KIZU-River meets NABARI- River at OKAWARA after through mountanous vally and UENO area. KIZU-River meets WAZUKA-River at KAMO after confluence of NUNOME-River at KASAGI. Finaly, KIZU-River reaches to confluence point of three rivers at south-east of KYOTO. KIZU-River is 1st class river (management by Natinal Governemnt), Catchment area is 1,596km2. It occupy 21.9% of total catchment area of YODO-River. On KIZU-River basin, TAKAYAMA Dam, SYORENJI Dam, MURO Dam, NUNOME Dam and HINACHI Dan was constructed, these dams have reduced flood and storm risk and suppied water for drinking, industry and agriculture. NABARI-River flows from TAKAMI mountain range. NABARI-River is 1st class river, catchment area is 615km2. Basin includes three prefectures, KYOTO, NARA and MIE
Ratio of YODO-River Catchment area Catchment area and Length of rivers INA-River 4.6% Downstream of YODO-River Catchement Length of River River 9.8% Lake BIWA 46.7% Area (km) Lake BIWA KATSURA-River UJI-River 13.4% 8,240km KIZU-River NABARI-River Others KATSURA-River KIZU-River Downstream of YODO 19.4% INA-River UJI-River 6.1% TOTAL
●Water Supply Development of water resources by reservoirs dams had been implemented for increase of water demands for domestic and industry during and after high economic growth period (1960s). And, we supply irrigation water for agriculture filed along NABRI-River and KIZU- River from reservoirs.
Domestice water supply plan by reservoirs Domestic water supply area
Area / Reservoir TAKAYAMA SYORENJI MURO NUNOME HINACHI KYOTO Pref. OSAKA pref. SHIGA Pref. KYOTO pref. NARA pref. HYOGO Pref. OSAKA city HIRAKATA city MIE Pref. MORIGUCHI city OSAKA Pref. HANSHIN area AMAGASAKI city NABARI city NARA Pref. NARA city YAMAZOE village TSUGE village TOTAL
1 Map of KIZU-River Basin
2 For Effective Management Outline of KIZU-River Basin
●Outline of Integrated reservoir management office KIZU-River Integrated Reservoir Management Office has managed five reservoirs on upstearm of KIZU-River effeciency and effectively for water resources management. And integrated office have roles as a core office to comunicate with related agency for management.
Organazational Structure General Affairs Division
Reservoir Management Division
Electricity and Telecommunication Division Director Director -
Vice Machiner Division
(Genral Affairs) (Genral
TAKAYAMA Reservoir Operation and Director SORENJI Reservoir Operation and
MURO Reservoir Operation and Director Director -
Vice NUNOME Reservoir Operation and
(Engineering Affairs) HINACHI Reservoir Operation and Maintenance office
MLIT Flow Chart of YODO-River Integrated Reservoir Management Office Japan Water Agency Japan Water Communication KIZU-River Upstream River Kansai Regional Information Agency Management Office
Information Information Direction of operation
KIZU-River Integrated Reservoir weather Forecast Management Office Radar -Collect and Transfer information Hydrological data -Disaster Response Monitoring Camera
cooperation
TAKAYAMA SYORENJI MURO NUNOME HINACHI Reservoir Reservoir Reservoir Reservoir Reservoir Operation and Patrol Maintenance oacilities
3 Telecommunication System for Integrated Reservoir Management
●Outline of Telecommunication System KIZU-River Integrated Reservoir Management Office has communication line with not only five reservoirs but also YODO-River Integrated Reservoir Management Office, KIZU upstream River Management office and Japan Water Agency Headquators and Kansai Regional Office. These communication lines are consist of strong radio signal that is stable against disaster. we manage reservoirs effectively and effeciency with collecting hydorological data (Water Level, Rainfall, etc) for water supply and flood control.
Telephone line and Network
Radar, (Rainfall observation) Legend Telemer (Water Level, Rainfall data)
Optical Fiber Cable (Monitoriing Video
4 5 Data and Information Management for Interated Reservoir Management
It is necessary for 5 reservoirs integrated management to observe and collect hydrological data(River Water Level, Rainfall, Reservoir data) on Real-Time. We manage the information and data through telecommunication control facility for 24 hours. TAKAYAMA, SYORENJI, MURO, NUNOME, HINACHI
Reservoir Telemeter Meteorological Radar
Hydro-data Video Rainfall River Meteorology Earthquake Rainfall-Density Water Water Upstream Satellate Seismic Whole country Inflow Downstream Rainfall Intensity KINKI Region Rainfall River Discharge Forecast YODO-River Basin Reservoir 31 stations Water Intake Others Level Typhoon Forecast 30 stations Others Warning Rainfall History
Reservoir Data River Flow Meteorological Data Radar
KIZU-River Integrated Reservoir Management Office
Telecommunication
Server Display of Reservoir data, River Flow and Reservoir Monitoring Video
Reservoir Reservoir Reservoir data River Montoring Reservoir River Data Video Water Flow Water Upstream Inflow System Inflow Downstrea Discharge Hydro-data Discharge Water Intake Rainfal Intake Others Others Flood Others YODO-River Japan Water Agency KIZU- River Upstream Integrated Reservoir Mobile data KANSAI Regional Managemenrt Office Managemenrt Office communication Office (MLIT) (MLIT) 6 Location Map of Rainfall and Water Level Stations
Water Level Station
Rainfall Station
Rainfall Station
Water Level Station
7 TAKAYAMA Reservoir
●Flood Control (Refer to "Hydrograph of Flood Control Plan)
●Irrigation and Conservation of River Environment -Surpply Irrigartion Water (Max 4.8m3s) at OKAWARA point for 3,300ha along KIZU- River -Discharge maintenance flow for river environment
●Domestic Water Surpply domestic water (5.0m3/s) to OSAKA and KOBE area Hydro-Graph of Flood Control Plan
●Hydro-power Design High Water 3,400m3/s 6,000kW (Max 14.0m3.s) managed by KANSAI Electricity Power Company
Max. Discharge 1,800m3/s
Start of Flood Control 1,300m3/s
Allocation of Reservoir Capacity
Reservoir area
Hight of Dam Body Lenght of Dam Body Volume of Dam Body Reservoir Area Total Reservoir Capacity Usage Reservoir Capacity
8 9 SYORENJI Reservoir
●Flood Control (Refer to "Hydrograph of Flood Control Plan)
●Irrigation and Conservation of River Environment -Supply Irrigartion Water (Max. 1.3m3s) at OKAWARA point for 3,300ha along KIZU- River -Supply Irrigation Water (Max. 1.66m3/s) for 125ha along KIZU-River in NABARI area -Discharge maintenance flow for river environment
●Domestic Water -Supply domestic water (2.3m3/s) to OSAKA and KOBE area Hydro-Graph of Flood Control Plan -Supply domestic water (0.19m3/s) to NABARI-city Inflow ●Irrigation Water -Supply irrigation water (1.72m3/s) to NABARI area Discharge ●Hydro-power 2,000kW (Max 3.9m3.s) managed by MIE Prefecture
Allocation of Reservoir Capacity
Reservoir area
Hight of Dam Body Lenght of Dam Body Volume of Dam Body Reservoir Area Total Reservoir Capacity Usage Reservoir Capacity
10 11 MURO Reservoir
●Flood Control (Refer to "Hydrograph of Flood Control Plan)
●Irrigation and Conservation of River Environment -Supply Irrigartion Water (Max. 2.3m3s) at KADAKA point for 348ha along UDA- River -Discharge maintenance flow for river environment
●Domestic Water -Supply domestic water (1.6m3/s) to NARA Prefecture (SAKURAI Water Treatment Plants) Hydro-Graph of Flood Control Plan
●Hydro-power for Reservoir Management Generate power for reservoir operation Inflow and manintenance works
-Max. flow 1.8m3/s -Effective Head 43.80m Discharge -Max. Output 560kW
Allocation of Reservoir Capacity
Reservoir area
Hight of Dam Body Lenght of Dam Body Volume of Dam Body Reservoir Area Total Reservoir Capacity Usage Reservoir Capacity
12 13 NUNOME Reservoir
●Flood Control (Refer to "Hydrograph of Flood Control Plan)
●Irrigation and Conservation of River Environment -Discharge maintenance flow for river environment including irrigation water
●Domestic Water -Supply domestic water (1.136m3/s) to NARA-city
●Hydro-power for Reservoir Management Generate power for reservoir operation Hydro-Graph of Flood Control Plan and manintenance works Design High Water 460m3/s -Max. flow 2.2m3/s -Effective Head 56.87m -Max. Output 990kW
Max. Discharge 150m3/s
Start of Flood Control 100m3/s
Allocation of Reservoir Capacity
Reservoir area
Hight of Dam Body Lenght of Dam Body Volume of Dam Body
Reservoir Area Total Reservoir Capacity Usage Reservoir Capacity
14 15 HINACHI Reservoir
●Flood Control (Refer to "Hydrograph of Flood Control Plan)
●Irrigation and Conservation of River Environment -Discharge maintenance flow for river environment including irrgation water in NABARI area
●Domestic Water -Supply domestic water (1.5m3/s) to NABARI-city,KYOTO prefecture and NARA- city
●Hydro-power Hydro-Graph of Flood Control Plan 1,800kW (Max 3.7m3.s) managed by MIE Prefecture
●Hydro-power for Reservoir Management Inflow Generate power for reservoir operation and manintenance works
-Max. flow 0.3m3/s Discharge -Effective Head 38.41m -Max. Output 77kW
Allocation of Reservoir Capacity
Reservoir area
Hight of Dam Body Lenght of Dam Body Volume of Dam Body Reservoir Area Total Reservoir Capacity Usage Reservoir Capacity
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