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http://hdl.handle.net/10603/478060
Title: | Hydrochemical investigation and assessment of groundwater quality using gis in tiruppur taluk tamil nadu india |
Researcher: | Vivek S |
Guide(s): | Sashikkumar M C |
Keywords: | Groundwater Tiruppur Taluk Water Quality Index |
University: | Anna University |
Completed Date: | 2022 |
Abstract: | Groundwater is a valuable resource that many countries possess. Diverse water needs in many sectors, including agricultural, industrial and residential, are growing quickly and groundwater is depleting on a daily basis, creating instable water table level and affecting the groundwater balance. The increased demand for water has led due to its over-usage. The present study has been undertaken to identify the groundwater vulnerable regions and suggest suitable remedial measures for Tiruppur Taluk. Around 58 groundwater samples were collected from the Pre-monsoon (PRM) and Post-monsoon (POM) periods of the year 2018. The Groundwater quality showed pH, TDS, K+, Mg2+, HCO3-, Cl-, SO42-, CO32-, BOD and COD were exceeding the allowable limits, both in the Pre- and Post-monsoon periods. The weighted index overlay analysis showed that 90 % and 80 % of the study area were not suitable for drinking, both in Pre- and Post-monsoon periods. The Water Quality Index (WQI) of the groundwater sample (58 nos) showed that both in the Pre- and Post-monsoon periods, no samples were presented an excellent and good water quality for the study area. The type of water that pre-dominated the study area was Cl--Ca2+ and mixed Ca2+-Mg2+-Cl- type during for both the Pre- and Post-monsoon periods of the year 2018. Based on the Hydro-Chemical facies, the predominance of mixed Ca2+-Mg2+-Cl- indicated that the major Hydro-Chemical process was due to industrial activities and weathering solubilisation. newlineThe estimated SAR values for both PRM and POM periods for the study area were ranges between 0 and 18.48; and 1.74 and 28.43, suggesting that 90% and 81% of samples during the PRM and POM periods were appropriate for Irrigation, respectively newline |
Pagination: | xxiv,208p. |
URI: | http://hdl.handle.net/10603/478060 |
Appears in Departments: | Faculty of Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
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01_title.pdf | Attached File | 32.05 kB | Adobe PDF | View/Open |
02_prelimpages.pdf | 4.55 MB | Adobe PDF | View/Open | |
03_contents.pdf | 203.04 kB | Adobe PDF | View/Open | |
04_abstracts.pdf | 119.57 kB | Adobe PDF | View/Open | |
05_chapter1.pdf | 202.9 kB | Adobe PDF | View/Open | |
06_chapter2.pdf | 205.79 kB | Adobe PDF | View/Open | |
07_chapter3.pdf | 1.7 MB | Adobe PDF | View/Open | |
08_chapter4.pdf | 14.35 MB | Adobe PDF | View/Open | |
09_annexures.pdf | 256.33 kB | Adobe PDF | View/Open | |
80_recommendation.pdf | 213.29 kB | Adobe PDF | View/Open |
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