DESIGN, DEVELOPMENT AND PERFORMANCE OF OPTIMUM WATER SOFTENER
ABSTRACT
DESIGN, DEVELOPMENT AND PERFORMANCE OF OPTIMUM WATER SOFTENER
Journal: Earth Sciences Pakistan (ESP)
Author: Ahmed Sharjeel, Shafiq Anwar, Abdul Nasir, Haroon Rashid
This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited
Doi: 10.26480/esp.01.2019.23.28
Water is an important factor of life for all living organisms and it is now deteriorated very rapidly due to industrial effluents, municipal and agriculture waste leaching down the groundwater. The percolation of water through the deposits of limestone and chalk which are largely made up of calcium and magnesium carbonates increases the mineral contents. So, the presence of high mineral contents creates water hardness. Water hardness is mainly occurring by the existence of calcium and magnesium, their high concentration in water makes water hard which cause several hazardous impacts on human life. Therefore, certain concentration standard limits have been fixed by different organizations. According to WHO 500 mg/l is allowable limit for water hardness. So regular use of high concentration of Calcium and magnesium ions above standard limits is causing real problems for human beings and environment. In daily routine life different harmful incidence occurs due to hard water. To overcome this problem water softening is a technique that serves the removal of cations which are most likely the hardness factors are calcium and magnesium. Water softening is the most useful technique to remove hardness. Therefore, a water softener is developed for domestic purpose. As the development of an optimum water softener was very essential for domestic use. The water softener can have performed efficiently with a hardness range of 1000-1200 mg/l and TDS may be up to 1500mg/l. The water softener plant is also cost efficient that have almost one-time production cost and very low maintenance and running cost. After the manufacturing of water softening plant hardness, pH, DO, TDS and EC is calculated to check its efficiency. The hardness, TDS and conductivity reduces after passing the sample water through the sample, DO was increased to little extent and pH was remained in a specific range.
| Pages | 23-28 |
| Year | 2019 |
| Issue | 1 |
| Volume | 3 |


Integrated geophysical techniques involving magnetic and radiometric data were used to investigate the subsurface geometry of Igarra schist belt in Precambrian basement complex of southwestern Nigeria which falls within the latitude range of 7° 1635.6” to 7° 1736.0’ North and longitude range of 6° 0534.1” to 6°05’44”East, with a view to interpret the geology of part of Igarra schist belt and estimate the depth to basement of magnetic source in the area. Six profiles were established with the objective of delineating the metasediments and its structural attributes, and geophysical measurements were made at 5m intervals along these profiles. The results of magnetic datasets were presented as maps and profiles of varying magnetic intensities and the causative rock types. Qualitative interpretation of the magnetic data using Reduction to pole, Analytical signal, first vertical, horizontal and tilt derivatives, upward continuation filters shows what has been interpreted as the signature of a near-vertical fault, trending along a NE-SW and NW-SE direction while radiometric datasets gave geochemical rates of U, Th and K as well as the effect of water contents on the rocks present within the study area. Qualitative and quantitative interpretation of individual magnetic anomalies and geological knowledge of the survey area yielded information on the depth of the geological features (e.g. rock contact, faults or fractures), structure and magnetic properties of rock units. 3D Euler deconvolution and Average radial spectrum were adopted to estimate the depth of the magnetic sources which ranges from – 92.895m to 73.95m; -115.45m to 57.44m and 63m to 44.1m; 88.2m to 81.9 m respectively. The Igarra schist belt has evolved different episodes of orogenies and the metasediments were formed from low grade regional metamorphism of argillaceous sediments such as shales or sediments of varying composition.