Batch adsorption experiments were performed to study the removal kinetics of phenol from aqueous solution using activated carbon derived from fluted pumpkin stem waste (FAC) and a commercial activated carbon (CAC). Optimum removal of 98.50% and 98.40% phenol was achieved at the equilibrium time of 60 mins for FAC and CAC respectively. The applicability of three kinetic models, the pseudo first, pseudo second order and Elovich models for the description of the experimental data was examined. The experimental data was most suitably analysed by the pseudo second order model with a high regression coefficients (R 2) value for phenol on FAC and CAC as 0.987 and 0.980 respectively. The correlation coefficients followed the order pseudo second order > Elovich kinetic model > pseudo-first order. Fluted pumpkin is the largest consumed vegetable in the West African sub region and therefore, creates one of the major agro waste problems in Nigeria. Preliminary investigations showed that several tons of these waste are produced daily in market places around the country but scarcely useful and therefore create environmental nuisance. The results obtained could be useful for the application of agricultural wastes for phenol removal from industrial wastewater.
The surface characteristics and adsorbent properties of biomass, obtained from low-cost and environmentally problematic water hyacinth, were determined. Optimum conditions for the elimination of the industrial dye Methyl Red (1) from aqueous solution were established by means of a batch adsorption technique. The ultimate adsorption capacity of water-hyacinth biomass in terms of the elimination of 1 was calculated from a Langmuir-type isotherm as 8.85x10(-2) mol g(-1) at 30 degrees and at an optimum solution pH of 8.0. Dye elimination was found to be associated with strong electrostatic forces (physisorption), the overall process being slightly endergonic (deltaG>0). Our study shows that water hyacinth has a great potential of removing color from wastewater and other dye-polluted aquatic systems.
This study was aimed at assessing the bioavailability of heavy metals in the surface water of the Middleton river which is a tributary of the river Nun located in the Niger Delta area of Nigeria. Samples were collected at points within and around oil and gas installations in the area while control points were chosen farther from identified pollution point sources. Three replicate samples were collected for each sampling and control location on a biannual basis for two months (March and August 2017) to reflect the dry and wet seasons respectively. A total of forty-two surface water samples were analyzed for heavy metals using standard methods as given in APHA. Heavy metal variables which were examined indicated significant difference between the locations and the two seasons under study (p<0.05). Dry season heavy metals mean were: Fe (6.55 ± 2.36 mg/l and 7.39 ± 1.35 mg/l); Cr (0.43 ± 0.09 mg/l and 0.34 ± 0.02 mg/l); Mn (0.22 ± 0.31 mg/l and 0.02 ± <0.01 mg/l) and Zn (0.04 ± 0.03 mg/l and 0.01 ± <0.01 mg/l) representing five sampling and two control locations respectively. Wet season heavy metal mean levels were relatively lower when compared to the dry season and depicted values of Fe (4.91 ± 2.55 mg/l and 5.46 ± 2.09 mg/l); Cr (0.27 ± 0.05 mg/l and 0.23 ± 0.01 mg/l); Mn (0.13 ± 0.25 mg/l and <0.01 ± <0.01 mg/l) and Zn (0.01 ± 0.01 mg/l and <0.01 ± <0.01 mg/l) across five sampling and two control locations respectively. All other heavy metals analyzed such as Cd, Ni, Co, Pb, and Cu was found to be below the detection limit of the GBC Avanta PM A6600 -Flame Atomic Absorption Spectrophotometer. The iron and chromium levels found in the Middleton river exceeded permissible limits of DPR, FME, WHO and NESREA while chromium and zinc were within permissible limits of regulatory stipulations. Lower concentration of heavy metals in the wet season could be due to dilution effects while the absence of undetected heavy metals may depict that activities leaching out this heavy metals are not common in the study area.
The water quality index (WQI) is important because it aids in understanding complex water quality data. Hence, WQI of Imiringi River was evaluated in order to classify quality grade of the water in unambiguous terms. Apart from seepages emanating from oil installations that are located further upstream of Oswan community, dumpsite leachates and agricultural run-offs are some of the likely nonpoint sources of pollution. Because the river ebbs away during the dry term, samples were collected in the rainy period of August 2019 at duplicate points across five field locations. Physical and chemical tests were carried out for ten (10) water samples following standard analytical protocols. Results obtained are: conductivity (32.7 ± 2.7 µs/cm), iron (2.57 ± 0.53 mg/L), dissolved solids (18.1 ± 1.4 mg/L), pH (5.2 ± 0.1), alkalinity (1.1 ± 0.1 mg/L), hardness (1.4 ± 0.2 mg/L), calcium (0.34 ± 0.03 mg/L), magnesium (2.08 ± 0.32 mg/L), dissolved oxygen (10.5 ± 0.7 mg/L), chloride (9.8 ± 0.7 mg/L), nitrate (0.12 ± 0.04 mg/L) and biochemical oxygen demand (0.36 ± 0.08 mg/L). Generally, iron and pH values fell short of regulatory standards while pH represented the most significantly varying parameter (p < 0.05) across all locations owing to human influences and dilution effects across the watercourse. Also, conductivity and dissolved solids depicted the strongest inter-parameter association. Overall, the downstream section of river revealed the poorest water quality condition while the entire river stretch was classified as being unsuitable for drinking even though it can support aquatic life.
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