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Design of dams and large hydraulic structures made a significant contribution to SUİŞ PROJE’s reputation. Wegained these skills through working on all types of structure (arch, concrete gravity, RCC, rockfill and earth dams) and the associated facilities (flood spillways, siphons, tunnels, feed chambers and stilling basins).
We are skilled in optimising reservoir storage schemes both technically and economically for specific purposes. Our vast experience allows us to define the most applicable hydraulic system with associated structures and to develop an optimal concept in regards to underground structures such as tunnels, shafts, powerhouse caverns and access structures.
The high quality of our services based on experience and special attention towards operational needs during the design phases has often been recognised by our clients. This results for sustainable projects, meeting the technical, operational and economical expectations. We provide our clients added value and sustainable solutions for their investments.
· Hydrological optimization
· Hydraulic analysis
· Geological investigations
· Weir and dam type studies
· Design of construction pits and diversion concepts
· Construction scheduling and optimization
· Operation and maintenance concepts
· Financial calculations
The project covers detailed design and feasibility studies of: 106 m high concrete faced rockfill dam, Irrigation of 5241 ha (gross area) and 3 HPP having a total installed capacity of 11.9 MW.
"The objective of the project is to supply potable water for Gaziantep city (2.7 million population) Project components are: • Düzbag dam (concrete faced rock-fill dam thalweg elevation of 169 m, total storage capacity 182.52 hm3, dam body volume 21.33 hm3) • Düzbağ Dam – Gaziantep transmission line (capacity: 7.50 m3/s, Diameter: Ø2.60 & Ø1.80 m, Length: 109.76 km, Material: Steel) • Tunnel in transmission line: Length: 3.18 km, Diameter: 3.50 m) • Water Treatment Plant (300 000 m3/day capacity) • Hydroelectrical Power Plant (HEPP): Installed Power: 6 MW, Annual Energy Generation: 34.24 GWh"
The project consists of many irrigation, flood control, dam and hydroelectric power plant units. Among all possible alternatives, the best alternatives have been chosen and proposed with the dynamic programming technique.
"It includes the planning and preliminary design of Sazlıdere Dam which will supply water to Istanbul City. The Dam is on the Sazlıdere River which is 6 km upstream of Küçükçekmece Lake. Height will be 23.00 m from thalweg and 47.00 m from the foundation. It is planned as a zoned rockfill type dam. It will provide 49.56 hm³ water to the City of Istanbul. The pumping station at downstream of the dam with an installed capacity of 3400 kW, shall pump water to a surge tank which has 103 m maximum water elevation. Force main shall be 958 m long, 1300 mm inside diameter steel pipe. Water transmission line between surge tank and Water Treatment Plant shall be 3628 m long, 1600 mm inside diameter prestressed concrete pipe."
Altinkaya Dam is located on Kizilirmak River. The dam is 195 m high, rockfill type. Total fill volume of dam body is 15.3 million m³. Installed capacity of the power plant is 700 MW.
The Project consists engineering services consist of revision of feasibility, final design and preparation of tender documents of the dams to be built on Coruh River.Services were performed in association with EPDC, Japan. Some characteristics of the dams are: Yusufeli Dam (rockfill, 270 m high, 540 MW installed capacity),
It consists of the planning, final design and construction supervision of İsaköy Dam and Transmission Line which is planned to supply 198 million m3 of water per year to Istanbul City. EPDC was carried out as a Joint Venture with the Japan Company. The facilities are 79 m in rock fill type. high dam, water intake war 35000 kW power pump station, 48.5 km. 2200 and 2300 mm in length.
Feasibility study of Sazlıdere Dam and related facilities were performed. The Dam is on the Sazlıdere River which is 6 km upstream of Küçükçekmece Lake. Height will be 23.00 m from thalweg and 47.00 m from the foundation. It is planned as a zoned rockfill type dam. It will provide 49.56x106 m³ water to the City of Istanbul.
It includes the planning and final design of Alpaslan II Dam and HPP, located on Murat River - an important branch of Euphrates River - and irrigation of Muş Plain by means of water regulated by the dam.
It includes the planning issues of Kırık Dam on Karasu Creek, at 86.5 m elevation from thalweg, in order to irrigate 11553 ha of agricultural area in the plains of Karasu and İhsangazi, irrigation facilities and water transmission line to supply 9.78 hm³ water per year to Kastamonu city. Kırık Dam is earthfill type, amount of fill volume is 5.40 hm³. Dam reservoir has a storage capacity of 42.00 hm³. The dam will provide 30.15 hm³/year water for irrigation and 9.78 hm³ for water supply. The project comprises design of two pumping stations and 25 km transmission line of Ø400-700 mm.
The project is a part of Southeastern Anatolian Project (GAP) and covers the planning studies in order to determine the hydropower potential of Kulp, Zori and Sason creeks of Batman River –which is an important branch of Tigris River-, possible dam and HPP sites and the irrigation of 257000 ha of land. Silvan, Sason and Kayser Dams (earthfill type) and 7 smaller dams (RCC type) are investigated during planning stage.
Altıparmak Dam and Hydropower Plant is located in Çoruh River Basin, on Barhal creek, which is an important branch of Çoruh River. The dam is double-curvature thin arch type and 150 m high from foundation. Installed capacity of power plant is 50 MW.
Doğanpınar Small Dam on the Geçtin Stream, 33.0 m high from the foundation, with 279.000 m³ fill volume, zoned soil filling type and 27.0 m height from the foundation on the Taşaltı Stream, 120.000 m basınçlı fill volume, central core rock fill type, on the Taşaltı Stream. The project consisting of Pelitalan Small Dam and high pressure piped system to irrigate 171.11 ha field.
Doğanözü Dam is located on the Hamam stream, approximately 12 km southwest of the Kızılcahamam district of Ankara province. The Bent site is located 1.5 km south-east of Doğanözü village, which gave the dam its name.
The project site covers the lands on both sides of the Taretözü stream, starting from the Sulakyurt dam, which is planned to be built on the Taretözü stream, to the Hamzalı village near the Kızılırmak River, within the Kızılırmak basin, 5.5 km northeast of the Sulakyurt District of Kırıkkale Province.
The project covers detailed design and feasibility studies of: - 106 m high concrete faced rockfill dam, - Irrigation of 5241 ha (gross area) and - 3 HPP having a total installed capacity of 11.9 MW
- The objective of the project is to supply potable water from water regulated from Çetintepe Dam. Water released from Çetintepe dam is stored by
The Project covers engineering and planning services of 1 dam and 2 small dams and irrigation areas. Yavaşlar Dam Height : 40.50 m (from thalweg), Reservoir Volume : 27.22 hm3
The project covers planning engineering services of 8 small dams and irrigation areas (Total reservoir volume: 9.01 hm3) :
The project covers feasibility studies of 52.00 m high, composite earth dam. A gross area of 6696 ha will be irrigated.
The project covers planning engineering services of 9 small dams and irrigation areas (Total reservoir volume: 11.29 hm3) :
79.35 m high rock fill dam is proposed. After the completion of the project, a gross area of 1767 ha will be irrigated (1457 ha by gravity irrigation and 310 by pumping) A gross area of 14 222 ha will be irrigated with the help of 4 weirs.
Scope of the project covers potable water supply for Igdır city and irrigation water for Tuzluca plain. Project components are:
The Project covers preparation of feasibility revision, detailed design and construction drawings for Bulut and Yağmur Dams and HPP’s located on Murat branch of Euphrates River in Eastern Anatolia of Turkey.
Planning and design of 2 small dams and irrigation
Planning and design of 2 small dams and irrigation.
Soğucak Dam Height : 60.70 m (from thalweg), Type : Clay Core Rockfill Dam Reservoir Volume : 6.01 hm3 Purpose : Potable water supply (14 Villages + Vezirköprü District) + Irrigation Amount of Water Supplied: 1.82 hm3/year Irrigation Area : 1509 ha (gross
The objective of the project is to supply potable water for Gaziantep city (2.7 million population)
The projects are located in Uşak Province of West Anatolian Region.
The project covers the following studies: Identification and evaluation of surface and ground water potential of Küçük Menderes Basin.
Scope of the project covers evaluation of possible earthquake damages on
Banaz Dam is a clay core homogeneous earth-fill type dam, 19 m high from thalweg, operation level is 1381.00 m and operation reservoir capacity is 1.190 hm3 and planned to irrigate 403 ha.
The project is located in Uşak Province of West Anatolian Region of Turkey.
The project is located in Uşak Province of West Anatolian Region of Turkey.
The projects are located in Kastamonu Province of North Anatolian Region. One purpose of project is to raise the crest elevation of Germeçtepe Dam so that enables regulation of more water collected and irrigate more area.
The scope of services cover review of definitions and analysis of unit prices used by State Hydraulic Works (DSI) in their tenders for constructions of dams, power plants, irrigation schemes and water supply systems. The new study will develop the guidelines for determination of cost estimations for future investments of DSI.
The project covers planning services of 5 small dams and their irrigations located in Southeastern Anatolian Region of Turkey.
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