Water Reservoir Area and Volume Determination Using Geoinformation Technologies and Remote Sensing
Khasanov Khojiakbar1, Bakiev Masharif2, Choriev Jamshid3, Jahonov Aziz4, Khalimbetov Azat5
1Khasanov Khojiakbar, Researcher of Hydrotechnical structure and engineering construction department, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Uzbekistan.
2Bakiev Masharif, professor and head of Hydrotechnical structure and engineering construction department, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers. Uzbekistan.
3Choriev Jamshid, Hydrotechnical structure and engineering construction department, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Uzbekistan.
4Jahonov Aziz, Assistant of Hydrotechnical structure and engineering construction department, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Uzbekistan.
5Khalimbetov Azat, Assistant of Hydrotechnical structure and engineering construction department, Tashkent Institute of Irrigation and Agricultural Mechanization Engineers, Uzbekistan.

Manuscript received on November 12, 2019. | Revised Manuscript received on November 25, 2019. | Manuscript published on 30 November, 2019. | PP: 5458-5461 | Volume-8 Issue-4, November 2019. | Retrieval Number: D8089118419/2019©BEIESP | DOI: 10.35940/ijrte.D8089.118419

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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: This article presents the method for calculating the area and volume of the water reservoir using Remote Sensing and Geoinformation Technologies. All calculations were performed for the Tashtepa water reservoir which recommended for construction in the Tashkent region. The territory of Tashtepa water reservoir was explored using the Google Earth program, was identified the alignment for the construction of dams, and the file was saved as a KML (Keyhole Markup Language) format. The alignment and the digital elevation model of the reservoir area from the online database were uploaded to the Global Mapper program which one of the geographic information system programs. Contours were formed in the digital elevation model, there was defined the longitudinal profile of the alignment along dams, surface and volume of the water reservoir were obtained for each circuit and based on the results were obtained curve lines between contour and area F=f(H), contour and volume W=f(H).
Keywords: Tashtepa water reservoir, geographic information systems, remote sensing, Google Earth, Global Mapper v11.01, digital elevation model, contour, a transverse profile of line of the dam, area of the reservoir, the volume of reservoir.
Scope of the Article: Water Supply and Drainage.