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</p><p>Title Page i <br>Declaration ii <br>Certification iii<br>Dedication iv<br>Acknowledgement v<br>Table of Contents vii<br>List of Figures x<br>List of Tables xi<br>List of Plates xiv<br>Abbreviations and Symbols xv<br>Abstract xvi<br> <br><b>
Chapter ONE
: INTRODUCTION</b><br>11 Background Information 1 <br>12 Water Quality modelling 3<br>13 Description of Study Location 5<br>14 Statement of The Problem 6<br>15 Aim 6<br>16 Objectives 6<br>17 Significance of Study 6<br>18 Scope of Study 7<br> <br>
Chapter TWO
: LITERATURE REVIEW<br>21 Water Quality Modelling as a Field of Study 8<br>22 Coefficient of Re-aeration, k2 9<br>223 The Indian k2 Model 13<br>224 The Chilean k2 Model 14<br>225 The Nigerian k2 Model 15<br>23 Water Laws and Standards 15<br>24 Statistical Analysis 17<br>241 Some Relevant Statistical Operations 17<br>242 Statistical Software 19<br>243 Model Calibration and Validation in Water Quality<br>Data 20<br>2431 Sum of Squares Due to Error 21<br>2432 R-Square 21<br>2433 Degrees of Freedom Adjusted R-Square 22<br>2434 Root Mean Squared Error 22<br> <br><b>
Chapter THREE
: METHODOLOGY </b><br> 31 Selection of the Study Area 24<br> 32 Determination of Sampling Stations 27<br> 33 Field Activities 49<br> 331 Field Observations 31<br> 332 Field Sampling Visits 31<br> 3321 Rationale for Gathering Data Once Every Month 32<br> 3322 Activities During the Field Exercises 33<br> 34 Materials 34<br> 3</p><p>5 Laboratory Analysis 36<br> 36 Data Analysis 37<br> 361 Time of Travel 38<br> 362 Re-aeration Coefficient Model 39<br> <br><b>
Chapter FOUR
: DATA PRESENTATION AND INTERPRETATION</b><br> 41 Data Gathering 40<br> 411 Hydraulic Data 41<br> 412 Physico-Chemical Data 50<br> 413 Monthly Variations in DO, Temperature, Stream Depth 57<br> 42 Computation of Measured k2 63<br> 43 Re-arrangement of Sampling Stations 67<br>431 Time of Travel 68<br>432 Hydraulic Radius 80<br>433 Ultimate BOD and De-oxygenation Rate 80<br>434 Saturation DO and the Upstream and Downstream DO deficits 80<br> 435 Determination of k2 80<br>436 Model Parameters 80<br>437 The Model 83<br>438 Comparison with other Selected Models 83<br>44 Water Use Practices 103<br> 45 Pollutants and Public Health Implications 106<br> <br><b>
Chapter FIVE
: CONCLUSION AND RECOMMENDATION</b><br>51 Conclusion 110<br>52 Contribution to Knowledge 111<br>53 Recommendations 111<br> <br><b>REFERENCES 113<br> <br>APPENDICES </b><br>Appendix 1: Matlab Code for Beta 121<br>Appendix 2: Matlab Model Output 128<br>Appendix 3: Matlab Code and Output for Plot of all Models 132<br>Appendix 4: Mix Calculations 140<br>Appendix 5: Laboratory Reports 147 <br>Appendix 6: Procedure for data Analysis 160</p><p><b><br>LIST OF FIGURES PAGE</b><br>Figure 11 – Nigerian Household distribution by source of water supply 2<br>Figure 12 – Nigerian Household distribution by Toilet Facilities 3<br>Figure 13 â“ General Layout of the Study area 5<br>Figure 31â“ Field Sampling Stations 28<br>Figure 32 â“ Linear representation of Sampling Points 29<br>Figure 33 – Sampling Cross-section 33<br>Figure 41 â“ An 8-month mean stream velocity record 59<br>Figure 42 â“ An 8-month mean ambient temperature record 60<br>Figure 43 â“ An 8-month mean water temperature record 61<br>Figure 44 â“ An 8-month mean stream depth record 61<br>Figure 45 â“ DO Fluctuations over an 8-month period 62<br>Figure 46 – Flowchart showing the progression of the statistical analysis 86<br>Figure 47 â“ Plot of 11 models using January data 93<br>Figure 48 â“ Plot of measured k2 against computed k2 using January data 94<br>Figure 49 â“ Plot of 11 models using March data 96<br>Figure 410 – Plot of measured k2 against computed k2 using March data 97<br>Figure 411 â“ Plot of 11 models using July data 99<br>Figure 412 – Plot of measured k2 against computed k2 using July data 100<br><b><br>LIST OF TABLES PAGE</b><br> <br>Table 21 â“ The self-purification factor, f, of different water bodies at 20oC 9<br>Table 22 â“ Solubility of Oxygen in water 10<br>Table 31 – Details of Sampling Stations 30<br>Table 32 â“ Parameters Measured with Relevance to study 32<br>Table 33 â“ Parameters, equipment and Processes of parameter determination<br>Schedule for field work 34<br>Table 41 – Sampling dates and conditions 40<br>Table 42a â“ Hydraulic Data for January 42<br>Table 42b â“ Hydraulic Data for February 43<br>Table 42c â“ Hydraulic Data for March 44<br>Table 42d â“ Hydraulic Data for April 45<br>Table 42e â“ Hydraulic Data for May 46<br>Table 42f â“ Hydraulic Data for July 47<br>Table 42g â“ Hydraulic Data for August 48<br>Table 42h â“ Hydraulic Data for September 49<br>Table 43a â“ Physico-Chemical Parameters for January 50<br>Table 43b â“ Physico-Chemical Parameters for February 51<br>Table 43c â“ Physico-Chemical Parameters for March 52<br>Table 43d â“ Physico-Chemical Parameters for April 53<br>Table 43e â“ Physico-Chemical Parameters for May 54<br>Table 43f â“ Physico-Chemical Parameters for July 55<br>Table 43g â“ Physico-Chemical Parameters for August 56<br>Table 43hâ“ Physico-Chemical Parameters for September 57<br>Table 44 â“ Mean Monthly Ambient and Water Temperatures 60<br>Table 45 â“ Determination of Reaches for the River 64<br>Table 46 – Dilution Effects for January 65<br>Table 47 – Dilution Effects for February 65<br>Table 48 – Dilution Effects for March 65<br>Table 49 – Dilution Effects for July 66<br>Table 410 – Dilution Effects for August 66<br>Table 411 – Dilution Effects for September 66<br>Table 412 â“ Re-arrangement of station numbers 67<br>Table 413 â“ Computation of time of travel on Programmed Excel Spreadsheet for January 68<br>Table 414 â“ Computation of time of travel on Programmed Excel Spreadsheet for<br>February 69<br>Table 415 â“ Computation of time of travel on Programmed Excel Spreadsheet for<br>March 70<br>Table 416 â“ Computation of time of travel on Programmed Excel Spreadsheet for<br>July 71<br>Table 417 â“ Computation of time of travel on Programmed Excel Spreadsheet for<br>August 72<br>Table 418 â“ Computation of time of travel on Programmed Excel Spreadsheet for<br>September 73<br>Table 419 â“ Computation of k1 and k2 on Programmed Excel Spreadsheet for JanuaryTable 420 â“ Computation of k1 and k2 on Programmed Excel Spreadsheet for<br>February 75<br>Table 421 â“ Computation of k1 and k2 on Programmed Excel Spreadsheet for March<br> 76<br>Table 422â“ Computation of k1 and k2 on Programmed Excel Spreadsheet for July<br> 77<br>Table 423 â“ Computation of k1 and k2 on Programmed Excel Spreadsheet for August<br> 78<br>Table 424 â“ Computation of k1 and k2 on Programmed Excel Spreadsheet for<br>September 79<br>Table 425â“ Model fit and goodness of fit Summary for Dry Season 81<br>Table 426â“ Model fit and goodness of fit Summary for Rainy Season 82<br>Table 427 â“ Selected Models for Model Validation (Test of performance) 84<br>Table 428â“ Goodness of fit using January Data 91<br>Table 429- Goodness of fit using March Data 91<br>Table 430- Goodness of fit using July Data 92<br>Table 431: Graphical Goodness of fit using January, March and July Data 102<br>Table 432 â“ Order of Composite Goodness of Fit 103<br>Table 433 â“ Comprehensive River water and Industrial Effluent Analysis 107<br>LIST OF PLATES PAGE<br>Plate 31 â“ The industrial effluent flowing along the road down towards the river 25<br>Plate 32 â“ the effluent accumulates (left) from where it seeps into the river body 25<br>Plate 33 â“ Effluent accumulation beside the river body 26<br>Plate 34 â“ Villagers of Iju tapping the river water for domestic use 26<br>Plate 35 â“ Sewage being taken near the river for disposal 27<br>Plate 36 â“ Field pH meter 35<br>Plate 37 â“ Eurolab digital thermometer with sensitive probe 35<br>Plate 38 – Geopacks Stream flow sensor with its pole and fan-like impeller 36<br>Plate 39 – Measuring the river width with a tape 36<br>Plate 310 â“ the Speedtech Portable Depth Sounder (yellow torchlight shaped<br>instrument) 57<br>Plate 41 â“ Sampling Station 10 in Rainy season (August) 58<br>Plate 42 â“ Sampling Location 10 in Dry season (March) 58<br>Plate 43 â“ Human skeleton found in the River 104<br>Plate 44 â“ Pollution along the river channel 104<br>Plate 45 â“ The research team could not proceed because of blockage of the river 105<br>Plate 46 â“ Water intake station for Ogun State Water Corporation 105<br>Plate 47 â“ Man swimming after the dayâs work 106</p><p><b>ABBREVIATIONS AND SYMBOLS</b><br>1 DO â“ Dissolved Oxygen<br>2 BOD – Biochemical Oxygen Demand<br>3 QUAL â“ Stream Water Quality models<br>4 CORMIX â“ Cornell Mixing Zone Expert<br>5 WASP â“ Watershed Quality Analysis Simulation Programme<br>6 FEPA â“ Federal Environmental Protection Agency<br>7 USEPA â“ United States Environmental Protection Agency<br>8 USGS â“ United States Geological Society<br>9 UNESCO â“ United Nations Education, Scientific and Cultural Organization<br>10 DV â“ Dependent Variable<br>11 IV â“ Independent Variable<br>12 ANOVA â“ Analysis of Variance<br>13 SSE â“ Error Sum of Squares<br>14 SSR â“ Residual sum of squares<br>15 SST â“ Total sum of squares<br>16 R2 â“ correlation coefficient<br>17 Adj R2â“ Adjusted Correlation coefficient<br>18 RMSE â“ Root mean square error<br>19 APHA – American Public Health Association<br>20 SPSS â“ Statistical Package for Social Sciences<br>21 MATLAB â“ Matrix Laboratory software<br>22 GPS â“ Global Positioning System<br>23 k2 â“ re-aeration coefficient<br>24 k1 â“ de-oxygenation coefficient<br>25 f â“ self purification factor<br>26 2 ^Ï – estimated variance<br>27 mg/l â“ milligram per litre</p>
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