DAMS Dept. Of Civil Engineering

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Presentation transcript:

DAMS Dept. Of Civil Engineering Jyothi Engineering College, Cheruthuruthy

Dams Dam is a solid barrier constructed at a suitable location across a river to store flowing water. Storage of water is utilized for following objectives: Hydropower Irrigation Water for domestic consumption Drought and flood control For navigational facilities Other additional utilization is to develop fisheries In some cases more than one purpose may be served by a single dam. Such a dam is known as a multipurpose dam

Structure of Dam Down stream Upstream Gallery Heel Toe Road way Crest Spillway (inside dam) MWL Max. level NWL Normal water level Free board Sluice way Gallery Heel Toe

Heel: contact with the ground on the upstream side Toe: contact on the downstream side Abutment: Sides of the valley on which the structure of the dam rest Galleries: small rooms like structure left within the dam for checking operations. Diversion tunnel: Tunnels are constructed for diverting water before the construction of dam. This helps in keeping the river bed dry. Spillways: It is the arrangement near the top to release the excess water of the reservoir to downstream side Sluice way: An opening in the dam near the ground level, which is used to clear the silt accumulation in the reservoir side.

CLASSIFICATION OF DAMS According to use Storage dam Gravity dam, Earth dam, Rock fill dam, Arch dam Diversion dam Weir, Barrage Detention dam Water spreading dam, Debris dam

According to hydraulic design Over flow dam Spill ways Non-over flow dam Gravity dam, Earth dam, Rock fill dam

According to materials of construction Rigid dams Gravity dam, Arch dam, Buttress dam, Steel dam Non-rigid dam Earth dam, Rock fill dam

Gravity Dams Gravity dam is the one in which the external forces (water pressure, wave pressure, silt pressure) are resisted by the weight of the dam itself These dams are heavy and massive wall-like structures of concrete in which the whole weight acts vertically downwards Reservoir Force Self weight As the entire load is transmitted on the small area of foundation, such dams are constructed where rocks are competent and stable.

Bhakra Dam is across river Sutlej in Himachal Pradesh Bhakra Dam is the highest Concrete Gravity dam in Asia and Second Highest in the world. Bhakra Dam is across river Sutlej in Himachal Pradesh The construction of this project was started in the year 1948 and was completed in 1963 . It is 740 ft. high above the deepest foundation as straight concrete dam being more than three times the height of Qutab Minar. Length at top 518.16 m (1700 feet); Width at base 190.5 m (625 feet), and at the top is 9.14 m (30 feet) Bhakra Dam is the highest Concrete Gravity dam in Asia and Second Highest in the world.

Buttress Dam: Buttress Dam – Is a gravity dam reinforced by structural supports Buttress - a support that transmits a force from a roof or wall to another supporting structure This type of structure can be considered even if the foundation rocks are little weaker

Arch Dams: These type of dams are concrete or masonry dams which are curved or convex upstream in plan This shape helps to transmit the major part of the water load to the abutments Arch dams are built across narrow, deep river gorges, but now in recent years they have been considered even for little wider valleys.

Earth Dams: They are trapezoidal in shape Earth dams are constructed where the foundation or the underlying material or rocks are weak to support the masonry dam or where the suitable competent rocks are at greater depth. Earthen dams are relatively smaller in height and broad at the base They are mainly built with clay, sand and gravel, hence they are also known as Earth fill dam or Rock fill dam

Rock fill dam The term Rock fill dam usually represents a dam that contains more than 50% of compacted or dumped pervious fill. The dam is dependent for water tightness on an impervious upstream blanket or an impervious core. "Like an earth dam it is composed of fragmental materials, with each particle independent of the others. The mass stability is developed by the friction and inter-reaction of one particle on another rather than by any cementing agent that binds the particles together.