GROUNDWATER FLUCTUATION IN PALANI TALUK, DINDIGUL DISTRICT, TAMILNADU, INDIA
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.8, No. 7)Publication Date: 2017-07-19
Authors : R. CHANDRAMOHAN T.E. KANCHANABHAN N. SIVA VIGNESH; RADHA KRISHNAMOORTHY;
Page : 1041-1049
Keywords : Groundwater fluctuation; Groundwater level and GIS;
- COMPREHENSIVE STUDY ON METHODS OF STRENGTHENING OF REINFORCED CEMENT CONCRETE STRUCTURES
- Seismic Performance of Reinforced Cement Concrete Structures with and Without Viscous Dampers
- NEW METHODS OF REINFORCED CONCRETE STRUCTURES ANALYSIS
- Corrosion in reinforced concrete structures: prevention and recovery methods
- The results of the experimental studies of reinforced concrete structures of hydraulic structures with interconnect construction joints, reinforced by external reinforcement of carbon fiber
Abstract
Most invaluable natural resources of the earth are ground water, indirectly its relate to peoples' health and economic growth. “Due to its several inherent qualities (e.g. Consistent temperature, widespread and continuous availability, excellent natural quality, limited exposure, low development cost and drought reliability), it has become an important and reliable source of water supplies in all climatic areas, letting in both urban and rural areas of developed and developing countries” (Todd and Mays, 2005) [1]. Of the 37Mkm3 of freshwater estimated to be present in the land, some 22% exists as groundwater, which comprises approximately 97% of all liquid freshwater potentially available for human use (Foster, 1998) [2]. “Pollutants accumulated in groundwater and soil due to the processes of continuous discharge of industrial, agricultural and domestic effluents” (Sathish Kumar S et al. 2011) [3]. Due to the remarkable development of industry and agriculture, the water scarcity become in recent years. “The expanding industrialisation, urbanisation, and husbandry, which lead to population growth, which straight away brought unavoidable water emergencies” was stated by (Yadav Janeswar et al. 2013) [4].
Other Latest Articles
- THERMAL AND MECHANICAL BEHAVIOR OF THE PLASTER REINFORCED BY FIBER ALPHA OR GRANULAR CORK
- SOIL PHYSICS DENSITY ESTIMATION AND UNIVARIATE STATISTICAL ANALYSIS USING MICROGRAVITY RESEARCH DESIGN SURVEY IN PENANG, MALAYSIA
- CIVIL CONSTRUCTION EMPLOYEES OPINION ON WAGE AND BENEFITS - A STUDY
- STABILIZATION OF EXPANSIVE SOILS – EVALUATION OF THE BEHAVIOUR WITH LIME
- EXPERIMENTAL ANALYSIS ON FORMABILITY OF ASS304 SHEET METAL AT VARYING PARAMETERS
Last modified: 2018-04-07 21:21:59