| Literature DB >> 31061860 |
S Rajkumar1, Y Srinivas1, Nithya C Nair1, S Arunbose1.
Abstract
The present study was carried out to assess the drinking water quality and aquifer characteristics of the Valliyar river basin in Kanyakumari district. 71 groundwater samples were collected and analyzed to understand the quality of water based on the index parameters. 23 vertical electrical soundings (VES) were conducted to understand the subsurface characteristics and their impact on the quality of water. The VES data suggested that the subsurface lithology consist of three distinct layers. The water quality index (WQI) showed that 25% of the samples falling under excellent water and 51% of the samples were classified as good water and another 24% belong in the poor water category.Entities:
Keywords: Groundwater; VES; Valliyar river; Water quality index
Year: 2019 PMID: 31061860 PMCID: PMC6487365 DOI: 10.1016/j.dib.2019.103919
Source DB: PubMed Journal: Data Brief ISSN: 2352-3409
Fig. 1Location map of the study area.
Fig. 2Spatial distribution of water quality index.
Fig. 3Piper diagram of groundwater in the study area.
Physico-chemical parameters.
| Sample.no | pH | EC | TDS | Ca2+ | Mg2+ | Na+ | K+ | HCO3− | Cl− | SO4− |
|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 6.84 | 240 | 154 | 21 | 12 | 41 | 5 | 97 | 68 | 8 |
| 2 | 7.15 | 192 | 123 | 17 | 8 | 46 | 2 | 85 | 57 | 12 |
| 3 | 6.82 | 1260 | 806 | 44 | 33 | 180 | 3 | 288 | 317 | 11 |
| 4 | 6.98 | 487 | 312 | 20 | 11 | 67 | 4 | 139 | 99 | 8 |
| 5 | 6.45 | 2093 | 1340 | 104 | 51 | 320 | 4 | 216 | 589 | 58 |
| 6 | 7.5 | 132 | 84 | 13 | 2 | 36 | 2 | 57 | 39 | 8 |
| 7 | 6.87 | 937 | 600 | 84 | 40 | 101 | 5 | 309 | 191 | 18 |
| 8 | 7.3 | 540 | 346 | 42 | 13 | 76 | 3 | 166 | 107 | 9 |
| 9 | 6.22 | 484 | 310 | 24 | 11 | 81 | 1 | 69 | 149 | 7 |
| 10 | 5.65 | 387 | 248 | 12 | 6 | 68 | 6 | 55 | 103 | 11 |
| 11 | 5.78 | 160 | 102 | 10 | 4 | 26 | 2 | 43 | 39 | 7 |
| 12 | 5.59 | 501 | 321 | 21 | 10 | 87 | 1 | 103 | 117 | 14 |
| 13 | 5.55 | 56 | 36 | 12 | 2 | 14 | 2 | 37 | 25 | 8 |
| 14 | 5.41 | 2249 | 1439 | 88 | 55 | 380 | 18 | 149 | 781 | 7 |
| 15 | 6.09 | 226 | 145 | 22 | 8 | 44 | 3 | 67 | 78 | 9 |
| 16 | 5.86 | 138 | 88 | 8 | 2 | 38 | 3 | 49 | 50 | 9 |
| 17 | 5.82 | 1600 | 1024 | 54 | 28 | 190 | 86 | 137 | 486 | 5 |
| 18 | 6.36 | 605 | 387 | 44 | 18 | 46 | 8 | 117 | 128 | 8 |
| 19 | 6.02 | 393 | 252 | 24 | 10 | 71 | 6 | 109 | 104 | 11 |
| 20 | 5.78 | 656 | 420 | 36 | 12 | 118 | 16 | 167 | 170 | 9 |
| 21 | 6.31 | 908 | 581 | 36 | 23 | 128 | 39 | 122 | 284 | 7 |
| 22 | 5.86 | 1145 | 733 | 60 | 32 | 116 | 21 | 176 | 224 | 36 |
| 23 | 6.61 | 2070 | 1325 | 136 | 96 | 194 | 6 | 390 | 540 | 6 |
| 24 | 6.68 | 278 | 178 | 16 | 11 | 46 | 6 | 97 | 89 | 6 |
| 25 | 6.71 | 775 | 496 | 62 | 24 | 50 | 51 | 246 | 114 | 11 |
| 26 | 6.3 | 486 | 311 | 12 | 10 | 81 | 44 | 98 | 128 | 8 |
| 27 | 6.59 | 258 | 165 | 20 | 6 | 44 | 15 | 85 | 78 | 8 |
| 28 | 6.35 | 508 | 325 | 36 | 13 | 71 | 31 | 153 | 135 | 8 |
| 29 | 6.32 | 203 | 130 | 18 | 7 | 39 | 0.5 | 91 | 50 | 7 |
| 30 | 6.8 | 393 | 252 | 28 | 19 | 73 | 5 | 165 | 135 | 8 |
| 31 | 6.81 | 118 | 76 | 18 | 6 | 12 | 2 | 51 | 28 | 8 |
| 32 | 6.6 | 2685 | 1718 | 140 | 102 | 410 | 31 | 299 | 841 | 28 |
| 33 | 7.6 | 573 | 367 | 40 | 21 | 64 | 43 | 226 | 126 | 17 |
| 34 | 7.51 | 159 | 102 | 20 | 5 | 22 | 4 | 61 | 39 | 9 |
| 35 | 6.87 | 197 | 126 | 24 | 7 | 25 | 3 | 91 | 36 | 8 |
| 36 | 6.28 | 112 | 72 | 16 | 4 | 18 | 4 | 71 | 22 | 7 |
| 37 | 6.32 | 432 | 276 | 40 | 11 | 67 | 3 | 214 | 67 | 10 |
| 38 | 6.8 | 99 | 63 | 12 | 3 | 14 | 2 | 41 | 21 | 5 |
| 39 | 6.75 | 290 | 186 | 22 | 8 | 57 | 0 | 139 | 50 | 8 |
| 41 | 6.3 | 286 | 183 | 24 | 12 | 36 | 0 | 119 | 55 | 8 |
| 42 | 5.65 | 379 | 243 | 20 | 17 | 61 | 9 | 85 | 121 | 7 |
| 43 | 6.62 | 1860 | 1190 | 108 | 78 | 189 | 65 | 354 | 472 | 11 |
| 44 | 6.35 | 1230 | 787 | 64 | 48 | 143 | 14 | 122 | 433 | 7 |
| 45 | 6.22 | 262 | 168 | 20 | 11 | 34 | 7 | 99 | 46 | 14 |
| 46 | 6.19 | 553 | 354 | 24 | 17 | 67 | 29 | 108 | 124 | 16 |
| 47 | 6.18 | 855 | 547 | 63 | 32 | 102 | 25 | 155 | 227 | 21 |
| 48 | 6.63 | 1067 | 683 | 60 | 28 | 114 | 51 | 198 | 242 | 28 |
| 49 | 7.04 | 470 | 301 | 24 | 9 | 60 | 11 | 103 | 85 | 13 |
| 50 | 6.35 | 211 | 135 | 13 | 7 | 27 | 2 | 86 | 28 | 8 |
| 51 | 6.6 | 168 | 108 | 20 | 9 | 24 | 2 | 74 | 50 | 10 |
| 52 | 6.63 | 71 | 45 | 11 | 5 | 13 | 2 | 37 | 25 | 8 |
| 53 | 5.84 | 277 | 177 | 36 | 2 | 34 | 4 | 75 | 64 | 8 |
| 54 | 6.7 | 357 | 228 | 38 | 10 | 39 | 10 | 128 | 67 | 12 |
| 55 | 5.75 | 129 | 83 | 13 | 2 | 22 | 2 | 37 | 32 | 9 |
| 56 | 5.39 | 148 | 95 | 14 | 4 | 20 | 3 | 38 | 36 | 7 |
| 57 | 5.92 | 308 | 197 | 12 | 6 | 50 | 5 | 61 | 75 | 9 |
| 58 | 5.94 | 365 | 234 | 16 | 7 | 58 | 5 | 54 | 89 | 12 |
| 59 | 5.62 | 591 | 378 | 20 | 10 | 94 | 7 | 98 | 149 | 9 |
| 60 | 6.28 | 179 | 115 | 13 | 4 | 24 | 3 | 57 | 36 | 8 |
| 61 | 5.89 | 872 | 558 | 48 | 28 | 114 | 6 | 103 | 236 | 19 |
| 62 | 6.26 | 859 | 550 | 48 | 29 | 106 | 21 | 173 | 199 | 17 |
| 63 | 6.34 | 1698 | 1087 | 56 | 37 | 193 | 49 | 254 | 389 | 24 |
| 64 | 6.65 | 363 | 232 | 26 | 11 | 52 | 2 | 109 | 77 | 10 |
| 65 | 6.25 | 929 | 595 | 50 | 19 | 111 | 31 | 173 | 187 | 12 |
| 66 | 6.5 | 98 | 63 | 11 | 2 | 17 | 4 | 49 | 21 | 9 |
| 67 | 6.16 | 466 | 298 | 28 | 14 | 67 | 13 | 118 | 110 | 10 |
| 68 | 5.5 | 98 | 63 | 8 | 2 | 14 | 3 | 28 | 21 | 6 |
| 69 | 5.38 | 119 | 76 | 10 | 2 | 21 | 3 | 52 | 19 | 11 |
| 70 | 5.21 | 142 | 91 | 8 | 2 | 26 | 6 | 57 | 23 | 9 |
| 71 | 5.71 | 404 | 259 | 20 | 9 | 38 | 7 | 83 | 62 | 10 |
(unit for all parameters are mg/l except pH (on scale) and EC (μs/cm)).
Summary of water quality indices for drinking and irrigation [4], [5], [6].
| Indices | Acronym | Formula |
|---|---|---|
| Canadian Water Quality index | CWQI | |
| Sodium percentage | Na% | |
| Sodium Absorption Ratio | SAR | |
| Permeability index | PI |
Irrigation parameters and classification of drinking water quality index (WQI) [7], [8].
| S. no | TH | SAR | PI | Na% | WQI | Quality Category |
|---|---|---|---|---|---|---|
| 1 | 102 | 1.8 | 80 | 48 | 100 | Excellent |
| 2 | 76 | 2.3 | 91 | 58 | 100 | Excellent |
| 3 | 245 | 5.0 | 79 | 62 | 84 | Good |
| 4 | 97 | 3.0 | 91 | 61 | 100 | Excellent |
| 5 | 470 | 6.4 | 68 | 60 | 52 | Marginal |
| 6 | 41 | 2.5 | 106 | 67 | 100 | Excellent |
| 7 | 374 | 2.3 | 56 | 38 | 78 | Fair |
| 8 | 160 | 2.6 | 76 | 51 | 100 | Excellent |
| 9 | 106 | 3.4 | 81 | 63 | 93 | Good |
| 10 | 54 | 4.0 | 97 | 74 | 93 | Good |
| 11 | 43 | 1.7 | 99 | 58 | 93 | Good |
| 12 | 93 | 3.9 | 90 | 67 | 93 | Good |
| 13 | 40 | 1.0 | 98 | 45 | 93 | Good |
| 14 | 445 | 7.8 | 71 | 66 | 43 | Poor |
| 15 | 89 | 2.0 | 80 | 53 | 93 | Good |
| 16 | 29 | 3.1 | 114 | 75 | 93 | Good |
| 17 | 252 | 5.2 | 73 | 68 | 59 | Marginal |
| 18 | 184 | 1.5 | 60 | 37 | 93 | Good |
| 19 | 100 | 3.1 | 87 | 62 | 93 | Good |
| 20 | 138 | 4.4 | 86 | 67 | 85 | Good |
| 21 | 186 | 4.1 | 75 | 64 | 67 | Fair |
| 22 | 280 | 3.0 | 63 | 50 | 69 | Fair |
| 23 | 734 | 3.1 | 47 | 37 | 64 | Marginal |
| 24 | 84 | 2.2 | 89 | 56 | 100 | Excellent |
| 25 | 256 | 1.4 | 57 | 41 | 83 | Good |
| 26 | 70 | 4.2 | 97 | 77 | 79 | Fair |
| 27 | 77 | 2.2 | 90 | 60 | 92 | Good |
| 28 | 144 | 2.6 | 78 | 57 | 82 | Good |
| 29 | 75 | 2.0 | 91 | 53 | 93 | Good |
| 30 | 150 | 2.6 | 78 | 52 | 100 | Excellent |
| 31 | 71 | 0.6 | 74 | 29 | 100 | Excellent |
| 32 | 768 | 6.4 | 60 | 55 | 34 | Poor |
| 33 | 187 | 2.0 | 72 | 51 | 85 | Good |
| 34 | 70 | 1.1 | 83 | 43 | 100 | Excellent |
| 35 | 88 | 1.2 | 81 | 40 | 100 | Excellent |
| 36 | 58 | 1.0 | 96 | 43 | 93 | Good |
| 38 | 42 | 0.9 | 98 | 44 | 100 | Excellent |
| 39 | 90 | 2.6 | 93 | 58 | 100 | Excellent |
| 40 | 106 | 1.4 | 80 | 40 | 100 | Excellent |
| 41 | 110 | 1.5 | 79 | 42 | 93 | Good |
| 42 | 119 | 2.4 | 76 | 55 | 93 | Good |
| 43 | 591 | 3.4 | 53 | 46 | 54 | Marginal |
| 44 | 356 | 3.3 | 57 | 48 | 62 | Marginal |
| 45 | 96 | 1.5 | 81 | 46 | 93 | Good |
| 46 | 129 | 2.6 | 77 | 59 | 83 | Good |
| 47 | 288 | 2.6 | 59 | 47 | 69 | Fair |
| 48 | 267 | 3.0 | 66 | 54 | 72 | Fair |
| 49 | 98 | 2.6 | 85 | 60 | 93 | Good |
| 50 | 61 | 1.5 | 99 | 50 | 93 | Good |
| 51 | 87 | 1.1 | 77 | 39 | 100 | Excellent |
| 52 | 47 | 0.8 | 89 | 40 | 100 | Excellent |
| 53 | 100 | 1.5 | 74 | 44 | 93 | Good |
| 54 | 136 | 1.5 | 71 | 42 | 100 | Excellent |
| 55 | 41 | 1.5 | 98 | 55 | 93 | Good |
| 56 | 52 | 1.2 | 87 | 48 | 93 | Good |
| 57 | 55 | 2.9 | 97 | 68 | 93 | Good |
| 58 | 68 | 3.1 | 89 | 66 | 93 | Good |
| 59 | 90 | 4.3 | 91 | 70 | 93 | Good |
| 60 | 50 | 1.5 | 98 | 53 | 93 | Good |
| 61 | 234 | 3.2 | 65 | 52 | 78 | Fair |
| 62 | 238 | 3.0 | 67 | 52 | 77 | Fair |
| 63 | 294 | 4.9 | 73 | 62 | 64 | Marginal |
| 64 | 109 | 2.2 | 81 | 52 | 100 | Excellent |
| 65 | 205 | 3.4 | 73 | 58 | 76 | Fair |
| 66 | 38 | 1.2 | 109 | 53 | 100 | Excellent |
| 67 | 130 | 2.6 | 78 | 56 | 85 | Good |
| 68 | 28 | 1.2 | 110 | 55 | 93 | Good |
| 69 | 34 | 1.6 | 115 | 59 | 93 | Good |
| 70 | 29 | 2.1 | 122 | 69 | 92 | Good |
| 71 | 85 | 1.8 | 84 | 52 | 93 | Good |
Where, TH – Total Hardness; SAR – Sodium Absorption Ratio; PI – Permeability Index; WQI - Water Quality Index; Na % - Sodium Percentage.
Interpreted subsurface layer parameters, aquifer resistivity and thickness from vertical electrical sounding data.
| VES.no | Subsurface layer parameter | Aquifer resistivity | Aquifer thickness | ||||||
|---|---|---|---|---|---|---|---|---|---|
| ρ1 | ρ2 | ρ3 | ρ4 | h1 | h2 | h3 | |||
| VES1 | 166 | 18 | 125 | _ | 1.74 | 8.4 | _ | 18 | 8.4 |
| VES2 | 105 | 8 | 26.5 | 2241 | 3.18 | 5.2 | 31 | 8 | 5.2 |
| VES3 | 150 | 40 | 23 | 1534 | 1 | 7.3 | 60 | 23 | 60 |
| VES4 | 119 | 58 | 276 | 8 | 11.4 | 14 | 28.6 | 8 | _ |
| VES5 | 28 | 169 | 11.5 | 13319 | 2 | 3 | 9.6 | 11.5 | 9.6 |
| VES6 | 56.6 | 7 | 294 | _ | 1.2 | 4 | _ | 7 | 4 |
| VES7 | 60 | 10 | 34 | 3242 | 4.9 | 3.7 | 38 | 10 | 3.7 |
| VES8 | 262 | 29 | 861 | _ | 2.6 | 4.5 | _ | 29 | 4.5 |
| VES9 | 189 | 29 | 1095 | 32 | 1.7 | 12.6 | 20 | 29 | 12.6 |
| VES10 | 153 | 17.6 | 7446 | _ | 1.6 | 11 | _ | 17.6 | 11 |
| VES11 | 50 | 5.7 | 61 | _ | 1.4 | 2.7 | _ | 5.7 | 2.7 |
| VES12 | 82 | 6.5 | 498 | _ | 2.5 | 5.36 | _ | 6.5 | 5.4 |
| VES13 | 102 | 3.7 | 8264 | _ | 2 | 5.2 | _ | 3.7 | 5.2 |
| VES14 | 52 | 112 | 44 | 392 | 1 | 1.7 | 3.5 | 44 | 3.5 |
| VES15 | 44 | 23.8 | 14.8 | 5205 | 1 | 8.6 | 11.3 | 14.8 | 11.3 |
| VES 16 | 181 | 72.2 | 217 | 1982 | 2.9 | 5.4 | 15.4 | 72.2 | 5.5 |
| VES17 | 40.4 | 8.17 | 96 | 0.37 | 2.15 | 5.13 | 15.1 | 0.372 | _ |
| VES 18 | 456 | 133 | 553 | 8.44 | 1.42 | 12.2 | 44.4 | 8.44 | _ |
| VES19 | 233 | 68.8 | 1180 | 2.39 | 6.6 | 11 | 13.3 | 2.39 | _ |
| VES20 | 48.5 | 36 | 88.6 | 2329 | 1 | 7.3 | 15.4 | 36 | 7.3 |
| VES21 | 212 | 81 | 27.2 | 2742 | 1 | 3.73 | 46.3 | 27.2 | 46.3 |
| VES22 | 296 | 134 | 372 | _ | 2.54 | 7.34 | _ | 134 | 7.34 |
| VES23 | 86.9 | 977 | 181 | 91.5 | 1 | 1.1 | 30.4 | 91 | _ |
Where, ρ (Ω⋅m) and h (m) means resistivity and thickness of the subsurface layers.
Specifications table
| Subject area | Earth and planetary sciences |
| More specific subject area | Groundwater Chemistry and Hydrogeophysics |
| Type of data | Tables and Figures |
| How data was acquired | Sample collections, Field analysis, Laboratory analysis |
| Data format | Raw, analyzed. |
| Experimental factors | Groundwater samples from 71 different locations and 23 vertical electrical soundings were conducted in Valliyar river basin, Tamil Nadu, India |
| Experimental features | Physical and chemical parameter such as pH, TDS, EC, TH, Ca2+, Mg2+, HCO3−, Na+, K+, Cl− and SO42− were analyzed according to APHA method. VES method using to identify aquifer resistivity, depth and thickness. |
| Data source location | Valliyar River Basin, Tamilnadu, India |
| Data accessibility | Data are available in the article |
| Related research article | Y. Srinivas, D. Hudson Oliver, A. Stanley Raj, N. Chandrasekar, Geophysical and geochemical approach to identify the groundwater quality in Agastheeswaram Taluk of Kanyakumari District, Tamil Nadu, India, Arab J Geosci., 8, 2015, 10647–10663 |
The geochemical data set was used to identify the drinking water quality The irrigation water quality (Na%, SAR, and PI) was suggesting the suitability of water. The vertical electrical sounding data is helpful to understand the subsurface lithology, aquifer resistivity and thickness. |