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Design of a Wastewater Collection Network for the New Nablus Area (B)

Design of a Wastewater Collection Network for the New Nablus Area (B). By Hatem Abu Asbeh Mohammad Qamhiya Sayel At-Torman Supervisor Dr. Mohammad N. Almasri December 2012. OUTLINE. INTRODUCTION. OBJECTIVES. STUDY AREA. METHODOLOGY. RESULTS. COST. CONCLUSIONS. INTRODUCTION.

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Design of a Wastewater Collection Network for the New Nablus Area (B)

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  1. Design of a Wastewater Collection Network for the New Nablus Area (B) By Hatem Abu Asbeh Mohammad Qamhiya Sayel At-Torman Supervisor Dr. Mohammad N. Almasri December 2012

  2. OUTLINE • INTRODUCTION • OBJECTIVES • STUDY AREA • METHODOLOGY • RESULTS • COST • CONCLUSIONS

  3. INTRODUCTION

  4. OBJECTIVES • DESIGN THE SEWER NETWORK USING SEWERCAD • ESTIMATE • THE WASTEWATER • GENERATION (LOAD) • ESTIMATE THE OVERALL COST USING ARCGIS

  5. BACKGROUND • GOOD DESIGN • ENGINEERING CONCEPTS • EFFICIENT SOFTWARE • Effective WASTEWATER COLLECTION NETWORK

  6. STUDY AREA • LOCATION • LAND USE • TOPOGRAPHY

  7. LOCATION camp

  8. LAND USE It luxurious . residential buildings

  9. TOPOGRAPHY

  10. METHODOLOGY

  11. SELECTION OF STUDY AREA • We selected an area • Not served • Located in Nablus • Priority for Nablus Municipality • Availability of data • Facts about our study area 1- one-third of the area is sparsely built 2- The area is hilly with high range slopes

  12. DATA COLLECTION Information from Nablus Municipality about the study area • Street plan • Contour map • Parcels and buildings distribution plan • Items cost Site investigation

  13. WASTEWATER GENERATION

  14. DESIGN WASTEWATER VOLUME 7872 L/d

  15. Design and analysis using SewerCAD Designing a Sewer system by using SewerCAD is More efficient. Provides the output in a short duration .

  16. DATA COLLECTED A) Maps: (all in AutoCAD format) 1- Contour map for the area 2- Road network 3- Parcels B) Wastewater related data C) Design constraints

  17. Development of the network Drawing the network using AutoCAD

  18. PLAN

  19. PROCEDURES

  20. Warning messages

  21. RESULTS • Diameters • Velocity • Cover

  22. DIAMETERS 8 inch

  23. VELOCITY

  24. COVER

  25. PROFILES

  26. PROFILES

  27. COST • Quantity identification using ArcGIS • Cost calculation

  28. Quantity identification using ArcGIS

  29. Cost calculation Cost per kilometer is~ $ 90,000

  30. Conclusions • Only 8-inch diameter sewer lines were used • SewerCAD and ArcGIS are important and efficient to use. • Teamwork is critical .

  31. Recommendations • WWTP • ENTIRE AREA • SITE INVESTIGATIONS

  32. Thankyou

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