An assessment of the impact of abattoir effluent discharge on the water quality of river illo, ota

 

Table Of Contents


  • <p> </p><p>Title Page – – – – – i<br>Certification – – – – – ii<br>Acknowledgement – – – – iii<br>Dedication – – – – – iv<br>Table of Contents – – – – – v<br>List of Tables – – – – – xiii<br>List of Figures – – – – – ix<br>List of Plates – – – – – x<br>Abbreviations and Symbols – – – – xi<br>Abstract – – – – – xii<br>&nbsp;<br><b>

Chapter ONE

INTRODUCTION

  • </b><br>11 Background information – – – – 1<br>12 General Description of River Illo – – – – 2<br>&nbsp; &nbsp; &nbsp; 121 Identified Sources of pollution – – – 2<br>&nbsp; &nbsp; &nbsp; 122 Water Uses and Conflict – – – – – 3<br>13 Statement of the problem – – – – – &nbsp; 4<br>14 Justification of the Study – – – – 5 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;<br>15 Objectives of the Study – – – – – – &nbsp; 5<br>16 Expected Contributions to Knowledge – – – – – 6<br>17 Scope of the Study – – – – 6<br>&nbsp;<br><b>

Chapter TWO

LITERATURE REVIEW

  • </b><br>21 Surface Water Quality and Anthropogenic Activities – – 7<br>22 Slaughterhouses – – – – 7<br>221 Characterization of slaughterhouse wastes – – 8<br>222 The Nigerian Experience – – – 8<br>223 Abattoir Waste Management – – – 9<br>2</p><p>231 Waste Treatment Methods – – – 10<br>2232 Pollution Prevention – – – 11<br>23 Parameters Frequently Examined in the Determination of Water Quality – 12<br>231 Physico-ChemicaParameters – – – 12<br>232 Microbiological Parameters – – – 15<br>24 Water Pollution and Control in Nigeria – – – 16<br>25 Water Laws and Standards – – – – 18<br>26 Water Quality Measurements and Quantitative Hydrology – – 19<br>261 Assimilative Capacity Studies – – – 20<br>27 Field Survey and Sampling – – – – 21<br>28 Quality Control and Assurance – – – 21<br>29 Data Interpretation – – – – 23<br>&nbsp;<br><b>

Chapter THREE

SYSTEM DESIGN AND IMPLEMENTATION

  • </b><br>31 Field Survey and Sampling Exercise – – – 25<br>32 Sampling Locations – – – – 26<br>33 Conditions of Sampling – – – – 28<br>34 Quality Control and Assurance – – – – 29<br>35 Laboratory Analysis – – – – – 29<br>36 Data Analysis – – – – – 30<br>37 Solid Waste Management – – – – 30<br><b>&nbsp;<br>

Chapter FOUR

SYSTEM TESTING AND EVALUATION

  • RESULTS AND DISCUSSIONS</b><br>41 The Abattoir – – – – – 34<br>42 Solid Waste Characterization and Management practice at the abattoir – 34<br>43 Hydraulic Data – – – – – 36<br>44 Water Quality Parameters – – – – 36<br>441 Physical Parameters – – – 36<br>442 Chemical Parameters – – – 37<br>443 Microbiological Parameters – – – 37<br>45 Correlation and Regression Analysis – – – 37<br>46 Percentage Compliance with Standards – – – 40<br>47 Descriptive Statistics – – – – 41<br>48 Self purification capacity of stream – – – 42<br>49 Dispersion Modeling – – – – &nbsp; 44<br>491 &nbsp; Determination of Coefficient of Dispersion – – 45<br>&nbsp; &nbsp; &nbsp; 492 &nbsp; Dissolved Oxygen modeling – – – 48<br>493 Assumptions of the model – – – 52<br>&nbsp;<br><b>

Chapter FIVE

SUMMARY, CONCLUSION AND RECOMMENDATIONS

  • AND RECOMMENDATION</b><br>51 Conclusion – – – – 53<br>52 Recommendation – – – – 54<br>&nbsp;<br><b>REFERENCES – – – – 56<br>&nbsp;<br>APPENDIX – – – – – 60<br></b></p><p><b>LIST OF TABLE<br>&nbsp;<br>Table &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Title &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Page</b><br>&nbsp;<br>21 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Physico-Chemical Parameters of Water Quality Importance – 13<br>22 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Nigerian States, key Industries and Waste Characterization – 17<br>23 Water Quality Parameters and Storage Conditions for Samples – 22<br>31 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Hydraulic properties of the sampling points – – 27<br>41 Hydraulic Data from the River – – – 36 &nbsp;<br>42 Physical Parameters of the Water Samples from River Illo – 36<br>43 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Chemical Parameters of the Water Samples from the River – 37<br>44 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Microbiological Parameters for the river – – 37<br>45 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; WHO Guideline Values and Percentage Compliance of samples41<br>46 Descriptive Statistics – – – – 42<br>47 Self purification factor for receiving water at 200C – 48</p><p><b>LIST OF FIGURES<br>Figure &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Figure Caption &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Page</b><br>&nbsp; &nbsp; 11 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Map of Ota District Showing Important Settlements and Rivers – 2b<br>&nbsp; &nbsp; 31 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; River cross section and Dimensions obtained – – 28<br>&nbsp; &nbsp; 32 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Distances along the river where samples and hydraulic &nbsp;<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; measurements were obtained – – – 29 &nbsp;<br>&nbsp; &nbsp; 33 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Sketch of the site plan of the abattoir and sampling &nbsp;<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; points along the river – – – 31<br>&nbsp; &nbsp; 41 Graph of discharge against velocity – – 38<br>&nbsp; &nbsp; 42 Graph of conductivity against Total Solids – – 39<br>&nbsp; &nbsp; 43 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Graph of discharge against conductivity – – 39<br>&nbsp; &nbsp; 44 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Graph of Velocity against Dissolved Oxygen – – 39<br>&nbsp; &nbsp; 45 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Graph of Velocity against Phosphate – – – 40<br>&nbsp; &nbsp; 46 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Graph of Ammonia against Alkalinity – – 40<br>&nbsp; &nbsp; 47 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Plot of Total Solids against the Sampling Points – – 42<br>&nbsp; &nbsp; 48 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Plot of phosphate against the Sampling Points – – 43<br>&nbsp; &nbsp; 49 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Plot of COD against the Sampling Points – – 43<br>&nbsp; &nbsp; 410 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Plot of Ammonia against the Sampling Points – – 43<br>&nbsp; &nbsp; 411 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Plot of Dissolved Oxygen against the Sampling Points – 44<br>&nbsp; &nbsp; 412 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Ideal Dissolved Oxygen Curve – – – 48<br>&nbsp; &nbsp; 413 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Dissolved Oxygen Curve for Case Study – – 49</p><p><b>LIST OF PLATES<br>&nbsp;<br>Plate &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Plate Caption &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Page</b><br>1 Dug well supplying process water – – – 32<br>2 The Slaughtering Slab – – – 32<br>3 A section of the receiving river – – – 32<br>4 Accumulated sludge in contact with the water body – – 33<br>5 Animal bones being sun dried – – – 33<br>6 Land and water pollution from rendering activities – – 33<br>ABBREVIATIONS AND SYMBOLS<br>ACS â“ Assimilative Capacity Studies<br>ASP â“ Activated Sludge Pond<br>BOD â“ Biochemical Oxygen Demand<br>COD â“ Chemical Oxygen Demand<br>DAF â“ Dissolved Air Floatation<br>DO â“ Dissolved Oxygen<br>EC â“ European Communities<br>FEPA â“ Federal Environmental Protection Agency<br>GEM â“ Global Environmental Monitoring Systems<br>mg/l â“ milligram per liter<br>NPC â“ National Population Commission<br>POC â“ Pollutants of Concern<br>TDS â“ Total Dissolved Solids<br>TSS â“ Total Suspended Solids<br>TS â“ Total Solids<br>µs/cm â“ microsiemen per centimeter<br>WHO â“ World Health Organization<br>-DL = m2<br>/s, where the negative sign is to show the flow of molecules from area of<br>higher &nbsp; &nbsp; &nbsp; concentration to lower concentration<br>Da = initial DO deficit<br>La = initial BOD<br>q = kg/m2<br>s, where q is flux<br>Cs = concentration of DO at saturation<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; C1 = mg/l, where subscript 1 stands for point 1<br>r d = mg/m3<br>d, is the rate of deoxygenation<br>Di, ti = dissolved oxygen, time, at point of inflexion<br>Dc, tc = dissolved oxygen, time, at critical point<br>Xc, Xi = distance at which Dc, Di occurs<br>K1,1 = deoxygenation rate in segment 1</p> <br><p></p>

Project Abstract

<p> This report presents results obtained from the investigation and water sampling exercise carried out on the segment of River Illo that passes through Sango in Ado Odo-Ota Local Government Area, Ogun State, Nigeria. The report reveals that while some people used water from the river for domestic, food production and recreation purposes, others discharge their wastes without any form of pre-treatment into it. The multipurpose usage of water from River Illo by local residents thus hinges public health on the self purification capacity of the river alone. &nbsp;<br>Information on water use and waste disposal practices of the local residents were obtained through direct observation and oral interview of members of randomly chosen households built along the river within a distance of 2km. Single grab samples of water were obtained from the river at the site of an abattoir effluent discharge at distances 0m, 10m, 20m, 30m, 50m and 100m from the point of discharge. A seventh sample was also obtained 10m upstream of the point of effluent discharge to furnish information on ambient conditions of the river prior to pollution while an eighth sample which was prepared by diluting the water obtained at 0m with distilled water (i.e. 25% stream water, 75% distilled water) was included to serve as control sample. All water samples were transported (within 3 hours of isolating them from the river body) to the laboratory for analysis and the results were subjected to graphical, statistical and mathematical analysis. Pollution from the abattoir caused a drop in dissolved oxygen level of the river from an ambient value of 4.6mg/l to 0.01mg/l at the point of discharge. The pollution also caused an increase of 447.5mg/l to 1071.5mg/l in T.S., 0.04mg/l to 4.4mg/l in ammonia, 170mg/l to 670mg/l in BOD, 0.05mg/l to 3.05mg/l in phosphorus, 50mg/l to 1066.7mg/l in alkalinity and 18mg/l to 820mg/l in Acidity. It was also found out that between 30m â“ 80m downstream of the pollution point, a threat of eutrophication is caused by plants growing in the river path. Despite this obstruction, the river recovered considerably to a D.O. level of 3.9mg/l at 100m downstream. Results from the dispersion modeling shows the self-purification capacity of the river, f, to be 1.1 within 30m distance from the point of discharge and 0.8 between 30m and 100m from the point of discharge. The results from the application of the Streeter-Phelps model showed that the eutrophication occurring between 30m â“ 80m is interfering adversely<br>with the self purification processes of the river. &nbsp; The percentage compliance of each of the eight water samples with Guideline Values (GLV) of WHO and FEPA was performed. None of the samples met the minimum requirements for BOD, COD and TSS, which are indicators of pollution. It was concluded that River Illo is being polluted by abattoir effluents discharge thereby exposing the health of local residents who use the water from the river for domestic, recreation and food production purposes to avoidable risks. Suggested actions that could further complement the self-purification capacity of the river were offered. <br></p>

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