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<title>BS(ES) (BUES-FYP)</title>
<link href="http://hdl.handle.net/123456789/10323" rel="alternate"/>
<subtitle/>
<id>http://hdl.handle.net/123456789/10323</id>
<updated>2026-08-06T13:45:48Z</updated>
<dc:date>2026-08-06T13:45:48Z</dc:date>
<entry>
<title>Assessment of Noise Pollution in Selected Areas of Islamabad</title>
<link href="http://hdl.handle.net/123456789/21546" rel="alternate"/>
<author>
<name>Fatima Nawaz Abbasi, 01-167222-020</name>
</author>
<author>
<name>Laiba Khan, 01-167222-005</name>
</author>
<id>http://hdl.handle.net/123456789/21546</id>
<updated>2026-08-03T04:47:15Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">Assessment of Noise Pollution in Selected Areas of Islamabad
Fatima Nawaz Abbasi, 01-167222-020; Laiba Khan, 01-167222-005
Noise pollution is becoming one of the most important and notable environmental issues in growing urban areas where it is impacting the human population's health, well-being and quality of life. The present study was aimed to evaluate the noise pollution in certain areas of the city Islamabad, Pakistan and to check whether they meet the recommended environmental limits. Noise monitoring was carried out at various locations which includes I-9/1, I-9/2, I-9/3, I-9/4, I-10/1, I-10/2, I-10/3, I- 10/4, G-9/1, G-9/2, G-9/3, G-9/4, G-13/1, G-13/2, G-13/3, G-13/4, Kashmir Highway, I.J.P. Road, Faizabad Bus Stop, and G-9 Bus Stop. Using a calibrated sound level meter, sound level measurements were recorded at various times of the day to capture the differences in sound level between residential, commercial, transportation and industrial areas. The results showed that there were significant variations in noise levels when comparing the selected sites. Heavy traffic and public transportation, frequent vehicle congestion and commercial activities are the major reasons of maximum noise levels at Faizabad Bus Stop, I.J.P. Road, and Kashmir Highway. Some moderate to high noise was heard in the industrial areas of I-9 and I-10, and relatively low noise was heard in the residential areas of G-9 and G-13. In some residential areas, however, the noise exceeded the guideline values of 55 dB recommended by the World Health Organization (WHO) for residential areas. In regard of noise pollution in transportation corridors and commercial areas, very high levels were recorded, well in excess of the permissible limits, suggesting that there is a serious environmental problem with noise pollution in these areas.
Supervised by Dr. Said Akbar Khan
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Removal of Pharmaceutical Compounds Mefenamic Acid and Naproxen from Aqueous Media by Using Granular Activated Carbon (Gac) in a Fixed Bed Column System</title>
<link href="http://hdl.handle.net/123456789/21548" rel="alternate"/>
<author>
<name>Sabahat Baseer Abbasi, 01-167222-010</name>
</author>
<author>
<name>Fatima Shehreen, 01-167222-004</name>
</author>
<id>http://hdl.handle.net/123456789/21548</id>
<updated>2026-08-03T05:07:10Z</updated>
<published>2026-01-01T00:00:00Z</published>
<summary type="text">Removal of Pharmaceutical Compounds Mefenamic Acid and Naproxen from Aqueous Media by Using Granular Activated Carbon (Gac) in a Fixed Bed Column System
Sabahat Baseer Abbasi, 01-167222-010; Fatima Shehreen, 01-167222-004
Pharmaceutical compounds including non-steroidal anti-inflammatory drugs such as mefenamic acid and naproxen are increasingly detected in water bodies globally, raising serious concerns about their ecological and public health impacts. Conventional wastewater treatment systems are largely ineffective at removing these micropollutants from water sources. This study designed and evaluated a simple gravity-driven granular activated carbon fixed-bed adsorption column for the removal of mefenamic acid and naproxen from synthetic aqueous solutions. The column was constructed from a plastic syringe packed with layers of cotton, gravel, silica sand, and GAC with dimensions of 1 cm gravel, 4 cm sand, and 4 cm GAC respectively. Stock solutions of 1000 mg/L were prepared from pharmaceutical tablets and diluted to working concentrations of 5 mg/L, 25 mg/L, and 50 mg/L. The effects of initial concentration, solution pH (acidic and basic conditions), contact time, and water matrix type (distilled and tap water) on removal efficiency were systematically investigated. All samples were analyzed by UV-Visible spectrophotometry at 270 nm. The column achieved a maximum removal efficiency of 97.1% for mefenamic acid at 50 mg/L in distilled water. Removal efficiency increased with higher initial concentration and longer contact time for both pharmaceutical compounds. Mefenamic acid showed preferential removal under acidic conditions while naproxen performed marginally better under basic conditions above its pKa charge state. Tap water experiments showed reduced removal efficiency compared to distilled water due to competitive adsorption by dissolved matrix substances. Mefenamic acid consistently outperformed naproxen under all experimental conditions due to its higher hydrophobicity and stronger affinity for the activated carbon surface. The findings contribute to SDG 6 and SDG 3 by demonstrating the technical feasibility of a low-cost, electricityfree approach to pharmaceutical water treatment
Supervised by Dr. Asma Jamil
</summary>
<dc:date>2026-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Assessment Of Drinking Water Quality From Different Water Sources In Quetta, Balochistan</title>
<link href="http://hdl.handle.net/123456789/19300" rel="alternate"/>
<author>
<name>Bisma Dost Ali</name>
</author>
<author>
<name>Syeda Ayza Shah</name>
</author>
<author>
<name>Eisha Azam</name>
</author>
<id>http://hdl.handle.net/123456789/19300</id>
<updated>2025-04-09T08:22:32Z</updated>
<published>2025-01-01T00:00:00Z</published>
<summary type="text">Assessment Of Drinking Water Quality From Different Water Sources In Quetta, Balochistan
Bisma Dost Ali; Syeda Ayza Shah; Eisha Azam
Clean drinking water is a major concern in developing countries like Pakistan, where families and communities rely on private water supply systems, distant filters, water bores, etc. The present study evaluated the drinking water quality from different sources i.e., tube wells, filter water, reservoir water, and water from different companies in the Quetta city, Baluchistan. The results of physical analysis for tube well samples revealed that pH, temperature was within the safe limit in all samples. The TDS, EC and Turbidity exceeded in some samples. The parameters (pH, TDS, EC, Temp and turbidity) in filter, and reservoir samples were all within the safe limit. The parameters in company water samples were also within the safe range except for TDS which exceeded in one (C2) sample. The results of chemical analysis for tube well samples revealed that chlorides and sodium were within safe limits in all 21 samples except for T7. Hardness was also within range except for a few samples. Alkalinity was within safe limits in all samples. Mg2+ exceeded in all samples (21) except for T7 and T20. Ca2+ was within range in all samples other than some samples. Cl, Na, Alkalinity, hardness and Ca2+ in all filter and reservoir samples were within the range except for Mg2+ which exceeded the safe limit in 4 out of 5 samples. Water samples from companies had all chemical parameters within safe range except for Mg2+ which exceeded in 5 out of 6 samples. The results of biological analysis showed that 7 out of 21 tube-well water samples had total coliforms, making the water unfit for drinking. This also points towards the poor and unsatisfactory water quality of these tube wells. 4 of 7 tube wells had an uncountable growth of total coliforms. The highest number was found in Tube well 8 following the TW10 and 20. No total coliforms were detected in samples of filter water, reservoir water, and water taken from different companies. The results of elemental analysis revealed that all trace elements (Mg, Ca, Mn, Mo, Co, Li, Ag, Hg, S, Se, Sr, Si, Pd, Al, B, Zn, Ba) and heavy metals (Cr, Cd, As, Ni, Pb, Cu) were within the recommended limits given by Pak EPA and NEQs. Overall, the water quality of tube wells seems unsatisfactory. The water quality of reservoirs, filter plants, and different companies used for drinking can be deemed satisfactory and fit for drinking.
Supervised by Dr. Said Akbar Khan
</summary>
<dc:date>2025-01-01T00:00:00Z</dc:date>
</entry>
<entry>
<title>Assessment of Soil Fertility In Selected Areas of Islamabad, A Comparative Analysis</title>
<link href="http://hdl.handle.net/123456789/19623" rel="alternate"/>
<author>
<name>Sariyah Maqadus Abbasi</name>
</author>
<author>
<name>Ali Haider</name>
</author>
<id>http://hdl.handle.net/123456789/19623</id>
<updated>2025-06-16T11:53:21Z</updated>
<published>2025-01-01T00:00:00Z</published>
<summary type="text">Assessment of Soil Fertility In Selected Areas of Islamabad, A Comparative Analysis
Sariyah Maqadus Abbasi; Ali Haider
The sustainability of any system has become a significant concern nowadays. The assessment of soil fertility is a fundamental decision-making instrument for implementing suitable nutrient management practices. The present study evaluated the fertility status of soil from eight different locations (Blue area, Park view, Simly dam, Barakhau, Chak Shehzad) and sectors (G-13, I-8 and I-9) in Islamabad by assessing the physical, chemical and organic matter of soil. The results of physical parameters showed that TDS and temperature were within the safe limits of 400-500 mg/L and 20-30°C. The results of pH of soil samples were within the safe range of 6 to 8.5. However, the park view sample had a pH of 7.79 pointing towards the slightly alkaline nature of soil. The rest of the samples were classified as neutral. Salts and EC exceeded the safe threshold for soils 4 dS/m in all samples. The highest EC levels corresponding towards higher salinity were found in soils of Simly dam, blue area, Chak Shehzad, Sector G-13, I-8 and I-9. The results of chemical parameters showed that chlorides, sulphates and nitrates were within the safe threshold given by IASS and EPA. Sodium in 4 soils samples (blue area, Chak Shehzad, park view, and Barakhau) surpassed the safe threshold of 400 mg/kg. Five (5) out of 8 samples (G-13, blue area, Chak Shehzad, park view and Barakhau) exceeded safe limit of magnesium 100 mg/kg. Four (04) out of 8 samples (blue area, Chak Shehzad, park view and Barakhau) also had calcium surpassing the safe threshold of 300 mg/kg. Potassium (K) in all soil samples exceeded the safe threshold of 80mg/kg given by IASS and EPA. 3. All eight (08) soil samples from Simly dam, I-9, G13, I-8, Blue area, Barakhau, Park view, and Chak Shehzad, had poor organic matter (SOM). None had satisfactory and adequate amount of organic matter (SOM) according to the SOM criteria. Overall, these results indicated that certain chemical parameters are within safe limits, elevated salinity, nutrient imbalances, and insufficient organic matter substantially undermine soil quality and fertility, presenting obstacles to ecosystem services and sustainable agricultural methods. Future studies should focus on detailed profile assessment of all major minor nutrients and essential parameters in the studied regions. Conducting a detailed nutrient analysis to address the specific nutrient deficiencies and excesses in the soil, particularly focusing on balancing potassium and calcium levels and increasing organic matter.
Supervised by Dr. Asma Jamil
</summary>
<dc:date>2025-01-01T00:00:00Z</dc:date>
</entry>
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