<p> </p><div>24 Alignment of Drainage System – – – – – – – – – – –<p></p><p>25 Description and Function of Road Drainage System – – – – – – – – – – – – 9 </p><p>251 Description of Road Drainage Systems – – – – – – – – – – – – 9 </p><p>252 Functions of Road Drainage Systems – – – – – – – – – – – – 10 </p><p>26 Failures of Road Drainage System – – – – – – – – – – – – – – – – Effects</p><p>27 Effects of Poor Drainage on Roads – – – – – – – – – – – – – – – – poor</p><p>28 By poor drainage effects of water on road – – – – – – – – – – – – – – 11 </p><p>29 Culverts – – – – – – – – – – – – – – – – – – – – – – – – 11 &nbsp;</p><p>210 Components of a road and pavement drainage system – – – – – – – – – – 13 </p><p>2101 Ditches – – – – – – – – – – – – – – – – – – – – Erosion</p><p>2102 Erosion Control in Ditches – – – – – – – – – – – – – – – 14 </p><p>211 Necessities to Construct Drainage System – – – – – – – – – – – – – 14 </p><p>212 The Criteria for Roadside Channels – – – – – – – – – – – – – – – 15 </p><p>213 Design Flood for Road Drainage System – – – – – – – – – – – – – 15 </p><p>214 Flow Velocity in Road Drainage System – – – – – – – – – – – – – – 15 </p><p>

Chapter THREE

: – – – – – – – – – – – – – – – – – – 16 METHODOLOGY – – – – – – – – – – – – – – – – – – – 16 31 Research Methodologies – – – – – – – – – – – – – – – – – – – 16 </p><p>32 Selection of the Study Area – – – – – – – – – – – – – – – – – – period</p><p>33 Study period – – – – – – – – – – – – – – – – – – – – – 18 </p><p>34 Research design – – – – – – – – – – – – – – – – – – – – – 18 </p><p>35 Study population – – – – – – – – – – – – – – – – – – – – – 18 </p><p>36 Sample size and sampling procedures – – – – – – – – – – – – – – – 18 </p><p>37 Study variables – – – – – – – – – – – – – – – – – – – – – collection</p><p>38 Data collection process – – – – – – – – – – – – – – – – – – – 20 </p><p>39 Data processing and analysis – – – – – – – – – – – – – – – – – – 21 310 Ethical considerations – – – – – – – – – – – – – – – – – – – 21 </p><p>311 Data quality assurance – – – – – – – – – – – – – – – – – – – 21 </p><p>312 Limitations of the study – – – – – – – – – – – – – – – – – – – 22 </p><p>313 Hydrological Analysis – – – – – – – – – – – – – – – – – – – 22 </p><p>314 Hydrological Equations for Determining Peak Flood – – – – – – – – – – Method</p><p>3141 Rational Method – – – – – – – – – – – – – – – – – – 23 </p><p>31411 Runoff Coefficient – – – – – – – – – – – – – – – 25 </p><p>31412 Rainfall Intensity – – – – – – – – – – – – – – – – 26 </p><p>31413 Time of Concentration – – – – – – – – – – – – – – 26 </p><p>31414 Catchment Area – – – – – – – – – – – – – – – – 27 </p><p>3142 The SCS method – – – – – – – – – – – – – – – – – – 28 </p><p>31421 Catchment Area – – – – – – – – – – – – – – Rainfall-Runoff</p><p>31422 Rainfall-Runoff Equation – – – – – – – – – – – – – – 28 </p><p>31423 Time of Concentration – – – – – – – – – – – – – – Curve</p><p>31424 Runoff and Curve Numbers – – – – – – – – – – – – – 32 </p><p>31425 Hydrological Soil Groups – – – – – – – – – – – – – 34 </p><p>315 Investigations of Design and Construction Practices on the study area – – – – – 34 3151 Design and Construction Practice at Station 18+160 – – – – – – – – 35 3152 Design and Construction Practice at Station 24+200 – – – – – – – – 36 3153 Design and Construction Practice at Station 42+120 – – – – – – – – 37

Chapter FOUR

– – – – – – – – – – – – – – – – – – – 39 RESULT AND DISCUSSION – – – – – – – – – – – – – – – 39 41 Results from questionnaires analysis – – – – – – – – – – – – – – – – 39 </p><p>411 Causes and effects of poor drainage system on asphalt road that response from the Engineers – – – – – – – – – – – – – – – – – – – – 39 </p><p>4111 Causes of poor drainage on the flexible pavement road – – – – –</p><p>4112 The effects of poor drainage system on the road – – – – – – – 40 4113 Appropriateness of the drainage system – – – – – – – – – 42 </p><p>4114 State of the drainage services – – – – – – – – – – – –</p><p>412 Causes and effects of poor drainage system on asphalt road that response from road users – – – – – – – – – – – – – – – – – – – – – 43 </p><p>4121 Level of road users‟ satisfaction of the drainage system – – – – – 44 413 Causes and effects of poor drainage system on asphalt road that response from the residents – – – – – – – – – – – – – – – – – – – – 45 </p><p>42 Results from observation and photography – – – – – – – – – – – – – – 46 </p><p>421 Causes and effects of poor drainage system on asphalt road Surface due to poor drainage that collected from the field with the photography – – – – – – – 47 </p><p>43 Results from Hydrological Analysis – – – – – – – – – – – – – – – Watershed</p><p>431 Descriptions of Watershed Area – – – – – – – – – – – – – – 51 </p><p>432 Computation of Catchment Parameters – – – – – – – – – – – 52 4321 Catchment Parameters at Station 18+160 Drainage system – – – – 5at</p><p>4322 Catchment Parameters at Station 24+200 Drainage System – – – – 58 </p><p>4323 Catchment Parameters for Design and Check at Station 42+120 – – – 58 </p><p>44 Peak Discharge Computation – – – – – – – – – – – – – – – – – – &nbsp; 59 </p><p>441 Peak Discharge at Station 18+160 Drainage System – – – – – – – – &nbsp; 59

Chapter FIVE

– – – – – – – – – – – – – – – – – – – 62 CONCLUSION AND RECOMMENDATION – – – – – – – – – – 62 51 Conclusion – – – – – – – – – – – – – – – – – – – – – – – 62 </p><p>52 Recommendation – – – – – – – – – – – – – – – – – – – – – 63 REFERENCES – – – – – – – – – – – – – – – – – – – – – – 64 APPENDEX – – – – – – – – – – – – – – – – – – – – – – – 67 </p><p>APPENDIX A: Time of Flow, Unit Peak Discharge, Velocity of flow and SCS CN Charts 67 APPENDEX B: Roughness and Runoff Coefficient Values and Parameters for the Design of Drainage Structures – – – – – – – – – – – – – – – – – – – – – – 74 APPENDIX C: Questionnaire Type – – – – – – – – – – – – – – – – 82 &nbsp;</p></div><h3></h3><br> <br><p></p>