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J C Agunwamba

Publications and source records attributed to J C Agunwamba.

5 recordsLinked to original sources

Effect of the location of the inlet and outlet structures on short-circuiting: experimental investigation.

The location of the inlet and outlet structures in a treatment plant (e.g., waste stabilization pond) may affect its hydraulic efficiency by increasing short-circuiting. Therefore, in this paper, the effect of the location of inlet and outlet structures was investigated in three laboratory channels of different lengths. Nine different combinations of inlet and outlet locations were considered for each channel under varying rates of flow. Results showed that the placement of the inlet and outlet structures close to the surface and the bottom of the pond, respectively, gave the minimum value of short-circuiting. This location was, therefore, judged to be the optimum among the nine combinations considered. The short-circuiting index was found to increase both with the dispersion number and the actual flow velocity, giving correlation coefficients of 0.3186 to 0.9258 and 0.8057 to 0.9972, respectively. Although minimization of short-circuiting will result in higher hydraulic efficiency, it may not necessarily result in higher effluent quality unless the temporal and vertical fluctuations of the water column are also considered.

Electron Transport↗

Analysis of scavengers' activities and recycling in some cities of Nigeria.

The state of solid waste recycling by scavengers in Onitsha, a heavily commercial city in Anambra State, and some other urban areas such as Nsukka, Enugu, and Port Harcourt was analyzed. Data were obtained through interviews of scavengers who deal with recyclables. Although the activities of scavengers are sub-optimal, they can have a great impact on Nigerian economy with respect to resource conservation, creation of job opportunities, and reduction of the magnitude of waste disposal problems. A cost analysis is presented to compare the different forms of recycling utilized by municipal solid waste management. It is shown that a well-planned recycling program with recycling and composting would result in 18.6% savings in waste management costs and 57.7% in landfill avoidance costs. However, if the compost materials are not recycled, the corresponding savings in cost become 8.6% and 28.6%, respectively. The option with the lowest cost involves encouraging individual households to separate at the source their recyclables, which are bought by scavengers. This results in 78.0% savings in waste management cost and 79.5% landfill avoidance cost. A low-cost approach aimed at the integration of scavenging activities into conventional solid waste management is presented.

Cities↗

Optimal design for dispersion experiment.

The dispersion coefficient (D) is a very important parameter for the management of water quality and pollution control. Conventional sampling methods are based on tracer studies. Sampling periods and intervals are often subjective and left to the choice of the experimenter. Sometimes several observations are made to determine D. Yet, making several observations does not necessarily ensure accurate estimation of the parameters. Sampling of tracer concentrations at poor times will result in inaccurate estimates of D and the flow velocity (u). Therefore, the main aim of the study in question was to investigate the optimal sampling times for conducting fixed position variable-time sampling for tracer concentration experiments. This objective was achieved by the minimization of the least square criterion and applying the method proposed by Box and Lucas. The relative efficiency of each experimental design is predicted before data collection and analysis and confidence regions plotted. Results, on optimal sampling times for experiments are presented and illustrated. The application of these findings will harmonize results and reduce cost and labour expended on dispersion experiments.

Forecasting↗

Analysis of socioeconomic and environmental impacts of waste stabilization pond and unrestricted wastewater irrigation: interface with maintenance.

The effluent from the waste stabilization ponds (WSPs) of the University of Nigeria, Nsukka Campus, is used for irrigation by poor rural farmers. There has been fear that the poorly maintained WSPs and the reuse practices are contributing to environmental degradation and health hazards. In this study the environmental and socioeconomic impacts of the WSPs and reuse were evaluated based on data collected from questionnaires and the literature. The engineering and agricultural properties of soil in the irrigated and nonirrigated areas were compared. Comparison of the health status of the farmers and nonfarmers, of consumers of crops irrigated with wastewater and nonconsumers was performed using Student's t test and the z-score test. The occurrences of diarrhea, typhoid fever, and malaria among the various groups were used as indices. Analyses show that the health status of the farmers and consumers is poorer than those of nonfarmers and nonconsumers at the 5% level of significance. Vegetable cultivation using WSP effluent is a means of sustenance to the farmers and provides an affordable means of satisfying their nutritional deficiencies. However, the poorly maintained WSPs create odor and mosquito nuisances, trap and destroy livestock, and flood nearby compounds with waste debris. At both 1% and 5% levels of significance, communities around the ponds (< 300 m) suffer malaria more frequently than those who live far away (> or = 300 m). Cost-benefit analysis argues in favor of improvement of WSP management and irrigation reuse of wastewater. Dredging of the ponds, training workers and farmers, and adopting appropriate maintenance and monitoring strategies will greatly enhance the socioeconomic status of the urban poor farmers.

Agriculture↗

Effect of tapering on the performance of waste stabilization ponds.

A model for wastewater degradation in a tapered waste stabilization pond was derived as a modified Bessel function by materials balance approach. Based on hypothetical data, the tapered model gave lower faecal bacteria removal than the conventional (rectangular) model for various values of dispersion number, die-off rate coefficient, average width and shape factors. The above results were corroborated by data collected from two laboratory ponds operated in parallel; one having a tapered and the other a rectangular surface area. The latter gave slightly higher hydraulic efficiency and BOD5 removal. Besides, faecal bacteria removal was significantly lower in the tapered pond than in the rectangular pond at 0.10 level of significance. Calculated faecal bacteria reduction using the tapered model was in good agreement with measured data with coefficient of correlation and standard error of 0.904 and 0.014, respectively. Effects of tapering on ponds with respect to construction cost, operational and maintenance ease and accuracy of estimated design parameters are also discussed.

Bacteria↗