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gak sempat prsntasi, karena gak kuliah

gak sempat prsntasi, karena gak kuliah

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dam dam Presentation Transcript

  •  Mangla Dam  The dam was constructed between 1961 to 1967 across the Jhelum River, about 67 miles (108 km) south-east of the Pakistani capital, Islamabad in Mirpur District of Azad Kashmir, Pakistan. The Mangla Dam components include a reservoir, main embankment, intake embankment, main spillway, emergency spillway, 5 tunnels and a power station
  • Mangla Dam               Country Location Status Construction began Opening date Type of dam Height Length Impounds Reservoir Surface area Turbines Installed capacity Maximum capacity : Pakistan : Mangla, Azad Kashmir : Operational : 1961 : 1967 : Embankment dam : 147 m (482 ft) : 3,140 m (10,302 ft) : Jhelum River : 9.12 km3 (7,390,000 acre·ft) : 97 sq mi (251 km2) :10 x 100 MW :1,150 MW (15% overload) :1,500 MW
  • Conservation of Water Resources in Pakistan Water use practices in this country are not in accordance with water conservation and quality requirements. Most of the water is polluted and unhygienic for drinking purpose both for human and animals. Every year due to floods a lot of water flows down towards sea and its inundation causes huge and irreparable losses to human lives, property and assets of public and private sectors. For overcoming such menaces small and flood dams at different sites should be constructed. The critical issue in water sector is to resolve the scarcity of water through augmentation and conservation. The argumentation of water supplies by implementing high priority projects like Raising of Mangla Dam.
  • Salient Aspect of Raising Project Feature Present Projected Reservoir 1202 ft. (366.5m) 1242 ft. (378.7 m) Minimum Operation Level 1040 ft. (317.1 m) 1040 ft. (317.1 m) Gross Storage Capacity 4.5 MAF (5,553 MCM) in year 2007 7.4 MAF (9,132 MCM) in year 2007 Crest Elevation of Erodible Bund 1216 ft (initial 1208 ft) Replaced by Concrete Control Weir, Crest elevation. 1243 ft. (379 m) Elevation of Control Structure 1234 ft. (376.2 m) 1266 ft. (386 m) Main and Intake Embankment Heigh 454 ft. (138.5 m) 484 ft. (147.6 m)
  • Conservation of lakes  Micro or individual lake level       Investigation for Lake rejuvenation Design of engineering Beautification of lake Public participation Role of regulatory bodies Macro or City Level  Improvement of urban drainage system:      Construction/remodeling/rehabilitation of storm water drains and road side drains; Removing silting; Constructing retaining walls; Laying of beds; Green area development
  • Economic Impact of lake conservation   The visual quality of the communities built around the lake is highly dependent on the condition of the water body and the lakeshore. The natural beauty of the lake is part of the quality of life for lakeshore property owners and the entire community. The quality of a lake directly affects community property values and, therefore, the local tax base A properly managed lake provides recreational opportunities for the citizens and mode of revenue for the Government for maintaining the lake.
  • Steps involved in individual lake conservation
  • Spill ways of Mangla Dam A view of turbine outflow streams at Mangla Power House
  • Jhelum River During the Summer Jhelum River July 2006 Jhelum River Jhelum River Upstream