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Special fire protection design of Wujiang Yinpan Hydropower Station Yinpan Hydropower Station is located in the lower reaches of Wujiang River, Wulong County, Chongqing. It is the eleventh cascade of hydropower development planning in the main stream of Wujiang River. The upper reaches are connected with Pengshui Hydropower Station. The development task of this project is mainly to generate electricity, followed by shipping. In case of fire of electromechanical equipment in the power station (mainly: water turbine generator set, main transformer, turbine oil tank, insulating oil tank, cable gallery, etc.), -
Construction organization design of a hydropower station The total reservoir capacity of the project is 7 million m3, and the installed capacity is 26 MW. According to the Classification and Flood Standard for Water Resources and Hydropower Projects (SL252-2000), the project is classified as Grade IV. Arch dams, power generation and diversion structures, tributary diversion structures, power plants and booster stations are Grade 4 buildings, and construction diversion structures are Grade 5 buildings. The dam site is located in Xushui -
Organization design report of a hydropower station Project data introduction: This data is comprehensive, including all plans, drawings, etc. The hydropower station is located in the middle reach of the C River at the junction of A County and B County in the west of A Province, 1.5km downstream of the junction of the main stream reach and the tributary Heihui River, which is the second stage of the eight planned stages of the middle and lower reaches of the C River. The hydropower station project is a large (1) type first-class project, with permanent main hydraulic structures -
Design of penstock of a hydropower station This design is for the penstock of a hydropower station, including buried penstock and exposed penstock -
Powerhouse design of Tengzigou Hydropower Station This paper introduces in detail the overall design idea of the powerhouse of Chongqing Tengzigou Hydropower Station, which can be used for other medium-sized diversion type ground powerhouse. -
Code for design of hydropower house This specification covers the layout, structure and foundation stability of the powerhouse. Design code for underground powerhouse and ground powerhouse -
Cable crane design report of a hydropower station This paper introduces in detail the foundation, structural design method and results of a 30t radial cable crane for a super large hydropower station, as well as the rules and regulations on operation and management, for reference by colleagues in need. -
Tunnel organization design of laterite hydropower station Xx Hydropower Station is located in the third pole of cascade development at the upstream of xx Gou, a primary tributary on the right bank of xx River in xx Autonomous Prefecture of xx Province. xx Hydropower Station is the developer of a single runoff diversion type power station. It directly draws water from the tailrace tunnel of the upper cascade hydropower station, passes through a non pressure tunnel (i.e., a regulating pool), a pressure tunnel, a surge shaft, and a pressure pipeline, and then goes to the downstream to build a plant for power generation. The water intake hub of the power station controls -
Construction organization design of small hydropower station The cascade II hydropower station project is located in the flood plain on the east bank of the Heihe River Ganzhou section, starting from the flood embankment in the south and ending at the Zhangsu Highway in the north. The hydropower station project is of channel diversion type, which draws water from the end of the tailrace channel of the power station and the intersection of the main electric diversion channel. The tailrace flows into Heihe River at 630m upstream of Heihe Bridge on Provincial Highway 213, with a design flow of 24.0m3/s, a design head of 30.64m, and a total installed capacity -
Construction organization design of a hydropower station in Hubei A certain hydropower station is located on the right bank tributary Nanhe Fenqing River in the middle reaches of Han River in a certain county, Hubei Province, 5 km away from a certain town, and 102.4 km away from the estuary. The project is a large (II) type project that focuses on power generation and has comprehensive utilization benefits of flood control, irrigation, aquaculture and shipping in the reservoir area. The normal pool level of the reservoir is 315.00m, and the total storage capacity is 269 million m3 -
Dam construction organization design of a hydropower station XXXX Hydropower Station is located on the Getu River, the main stream of XXXX, with the administrative division of XXXXX, 18km away from the confluence of XXXXX and the tributary Lianjiang River (XXXX). It is the third cascade hydropower station on the main stream of XXXXX. The installed capacity of the power station is 2 × 27MW, the normal pool level of the reservoir is 795.5m, the corresponding storage capacity is 162.8 million m3, and the dead water level is 7 -
Construction organization design of a hydropower station in Sichuan Xx Hydropower Station, located in xx County and xx County of xx Province, is the leading (reservoir) power station for cascade hydropower development of Nanya River. The power station complex is composed of asphalt concrete core rockfill dam, left bank spillway tunnel and vent (and diversion) tunnel, power generation diversion tunnel, surge shaft, penstock, underground powerhouse and other buildings. The maximum height of rockfill dam is 125.5m; Flood discharge tunnel length 641.8 -
Construction organization design of cascade I hydropower station The project is located in the Gobi hilly area in the north of TM in Wensu County, Aksu Prefecture, Xinjiang. The first stage station of TM I and II hydropower stations is located at the end of the diversion channel 15+463 of the first stage station. The main buildings include four parts: pressure forebay, pressure pipeline, powerhouse, flood discharge steep slope and some auxiliary structures. The building is of reinforced concrete structure. The fire resistance rating of this project is Grade II, and the roof waterproof rating is -
Construction organization design of powerhouse of a hydropower station **The hydropower station is located on the East River in * * County, Sichuan Province, and mainly consists of three parts, namely, the head hydroproject of barrage dam, water diversion system and underground powerhouse hydroproject. The plant site is about 2.5km away from the county seat of * *, and 72km from the county seat of * * to Ya'an. There are roads in the project area, so the external traffic is convenient. The power station has a total installed capacity of 3 sets, with a unit capacity of 65MW and a total installed capacity of 19 -
Construction organization design of Ersong Hydropower Station The Anmin II Hydropower Station is located on the Anmin River, a tributary of Xiaogang River Basin in Songyang County, Zhejiang Province. It is the second stage hydropower station for cascade development of the Anmin River Basin. The project task is to generate electricity with an installed capacity of 4000kw. The water retaining weir site of the power station is located 250 m downstream of the site of Anmin I Hydropower Station, and the cross basin diversion weir site is located about 1.6 km upstream of Wubu Village, Dadongba Town -
Hydropower Station Construction Organization Design~4DCF9F The hydropower station is located in the middle reach of the C River at the junction of A County and B County in the west of A Province, 1.5km downstream of the junction of the main stream reach and the tributary Heihui River, which is the second stage of the eight planned stages of the middle and lower reaches of the C River. The hydropower station project is a large (1) first class project, and the main permanent hydraulic structures are first class buildings. The project is mainly for power generation, and also for flood control, irrigation and sand retaining -
Construction design scheme of a hydropower station Zuojiang River is one of the main tributaries of the Xijiang River system in the Pearl River basin. The basin is located in the southwest of Guangxi, with a rainwater collection area of 32068km2 and 29562 km2 above the dam site. The main stream of Zuojiang River meanders down from west to east from Longzhou, to Shangjin Town, Longzhou County, where Mingjiang River flows in from the right bank, and to Tuohuai Village, Chongzuo County, where Heishui River flows in from the left bank, passing through Chongzuo, Fusui and Yong -
Hydropower Station Construction Organization Design Report The hydropower station is located in the middle reach of the C River at the junction of A County and B County in the west of A Province, 1.5km downstream of the junction of the main stream reach and the tributary Heihui River, which is the second stage of the eight planned stages of the middle and lower reaches of the C River. The hydropower station project is a large (1) first class project, and the main permanent hydraulic structures are first class buildings. The project is mainly for power generation, and also for flood control, irrigation and sand retaining -
Construction organization design of hydropower house Project overview and general construction idea, construction plane layout, construction period arrangement, construction diversion and flood control, quality objectives and quality assurance measures, construction technology, etc -
Construction organization design of Yuren Hydropower Station Yuren Hydropower Station is located on the Yuren River in Bomi County. The Yuren River is a primary tributary of the Yarlung Zangbo River. It originates in Zhongba County at the northern foot of the Himalayas, with an altitude of 5685m, a length of 402km, and a rectangular basin. The drainage area above the dam site of the power station is 5615.2km2, and the average gradient of the river channel is 5 ‰. The terrain in the drainage basin inclines from north to south, and the terrain is complex. The river passes through mountains -
Design and construction of diversion tunnel of hydropower station The barrage of Ningde Hongkou Hydropower Station is the highest dam in Fujian Province, and the diversion tunnel is one of the largest diversion tunnels in Fujian Province. It is one of the diversion tunnels with the highest water head during the plugging period in Fujian Province at present. It has the characteristics of large scale, complex operating conditions, etc. In combination with the topographic and geological conditions, the tunnel lines and sections of many cases are compared, and good economic benefits are achieved. The diversion tunnel is excavated in two layers, each layer is 7~ -
Tuohongtai Hydropower Station Graduation Design Graduation design of power station, with emphasis on plant design, etc. The key point is to optimize the operation of the power station and improve the production efficiency. -
Construction organization design of a hydropower station Content introduction 1. Project overview: The ****** hydropower station project consists of ******* and ******* hydropower stations. ****** hydropower station is located near Mengshan Town, and ****** hydropower station is located near ******* Town. Its drainage area is Zhongliang River and Guzaohe River in the upper reaches of the Meijiang River, which is the main river in Mengshan County. The main stream of the Mekong River is in Mengshan County -
Construction organization design of a hydropower station in Tibet Construction organization design of a hydropower station in Tibet -
Construction organization design of a hydropower station in Fujian Construction organization design of a hydropower station in Fujian -
Construction Organization Design of Gansu Hydropower Station Hejiapu Hydropower Station on Minjiang River in Dangchang County, Gansu Province is located in Dangchang County, Gansu Province. It is a low dam run of river power station developed on the middle reaches of Minjiang River. The dam site is located in Gaoqiao Village, Hejiapu Township, 15km away from the downtown of Dangchang County. The water diversion line is arranged along the right bank of Minjiang River, and the water is diverted to Hejiapu Village, 9.5km downstream for power generation. Hejiabao Hydropower Plant was built in 1975 and 1977 -
Construction organization design of a hydropower station on the Yellow River Construction organization design of a hydropower station on the Yellow River -
Construction organization design of a hydropower station in Yunnan Construction organization design of a hydropower station in Yunnan -
Construction organization design of a hydropower station in Chongqing Construction organization design of a hydropower station in Chongqing -
Construction organization design data of hydropower station The hydropower station is located in the middle reach of the C River at the junction of A County and B County in the west of A Province, 1.5km downstream of the junction of the main stream reach and the tributary Heihui River, which is the second stage of the eight planned stages of the middle and lower reaches of the C River. -
Design of High Voltage Switchyard in Hydropower Station Abstract: Through the introduction of the type selection and layout of the high-voltage switchyard of the designed hydropower station, especially the introduction of the treatment methods and considerations of the problems encountered in the design process, the reference is provided for the designers of the hydropower station. In the selection of high-voltage switchyard, attention should be paid to the development of equipment manufacturing technology, and the operation cost, accident loss cost, and construction power outage loss cost should be considered to achieve economic -
Preliminary Design Report of Hydropower Station Preliminary design report of hydropower station: overview, hydrogeology, engineering tasks, hydraulic layout, electromechanical, metal structure, budget estimate, economic evaluation and other contents, which can be used as a reference for preparing the design report of hydropower station. -
Design of concrete arch dam of Beixi Hydropower Station The design content of Beixi arch dam in Zhejiang Province is briefly described -
Preliminary design process of small hydropower station How to carry out the preliminary design of small hydropower stations 1. Design drawings (1) Geographic location map of the project; Calculate the distance from the power station to the county seat and the distance from the transmission line. ⑵ River system map of the project; Calculate the catchment area of dam site and powerhouse, the length and gradient of the river. ⑶ Project junction layout; Calculation of foundation data of retaining dam, ground elevation, length of retaining dam, etc., diversion works -
Design of Muhuang Hydropower Station Hard Shell Dam Muhuang Hydropower Station is located on Cheba River in Diman Village, Daping Township, Tongren City, with a total reservoir capacity of 246 × 104m3, which is a small (1) reservoir. The installed capacity of the power station is 3 × 630kw, which belongs to small (2) type. Through comparison of dam types, combined with geology, building materials and reservoir inundation, the scheme of hard shell dam+rubber dam is recommended. This dam is in the history of dam construction in our district -
Talking about the Design of Water Conveyance Tunnel of Bapan Hydropower Station Bapan Hydropower Station is a diversion type power station. Its water conveyance structure is a 3949m long non pressure tunnel. The lithology of the stratum where the tunnel is located is variable and the geological conditions are complex. In the design, the gradient, section type and lining form of the tunnel are mainly analyzed in combination with the power head. -
Code for design of penstock of hydropower station This title is the design specification for penstock of hydropower station, and its contents are only for reference. Thank you -
Brief Introduction to Construction Organization Design of Goupitan Hydropower Station In the preliminary design stage of Goupitan Hydropower Station, the key technical issues of construction organization design were studied in depth, and the reasonable diversion mode, diversion standard and diversion structure layout were proposed.
