Causes and effects of poor drainage system on the asphalt pavement layer: a case study in agaro to bedele road
Table Of Contents
- <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 </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
SYSTEM DESIGN AND IMPLEMENTATION
- – – – – – – – – – – – – – – – – – – 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
SYSTEM TESTING AND EVALUATION
- – – – – – – – – – – – – – – – – – – – 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 – – – – – – – – – – – – – – – – – – 59 </p><p>441 Peak Discharge at Station 18+160 Drainage System – – – – – – – – 59
Chapter FIVE
SUMMARY, CONCLUSION AND RECOMMENDATIONS
- – – – – – – – – – – – – – – – – – – – 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 </p></div><h3></h3><br> <br><p></p>
Project Abstract
The study aims to investigate the causes and effects of poor drainage systems on the asphalt pavement layer, focusing on a case study of the Agaro to Bedele road. Poor drainage is a critical issue that can significantly impact the performance and longevity of asphalt pavements. Inadequate drainage can lead to various problems such as water accumulation, subgrade saturation, and reduced pavement strength. The research will utilize field surveys, laboratory testing, and data analysis to assess the existing drainage conditions along the selected road section. Various factors contributing to poor drainage will be investigated, including insufficient slope, clogged drainage structures, and inadequate maintenance practices. The effects of poor drainage on the asphalt pavement layer will be evaluated through pavement condition assessments, including rutting, cracking, and surface distress. Furthermore, the study will explore the relationship between poor drainage and pavement distress mechanisms, such as moisture damage, frost heave, and base course erosion. By understanding these relationships, effective mitigation strategies can be developed to improve the drainage system and enhance the overall performance of the pavement structure. The findings of this research will provide valuable insights into the critical role of proper drainage in maintaining asphalt pavement quality and durability. The results will be beneficial for road authorities, engineers, and infrastructure planners involved in the design, construction, and maintenance of asphalt pavements. Implementing proactive drainage solutions can help prevent costly repairs and prolong the service life of road infrastructure. Overall, this study will contribute to the body of knowledge on the importance of adequate drainage in preserving the structural integrity and performance of asphalt pavements. By addressing the causes and effects of poor drainage, this research aims to promote sustainable infrastructure development practices and ensure the long-term functionality of road networks.
Project Overview