1 / 23

Design of a wastewater network for Al-Swani - Tulkarm

Design of a wastewater network for Al-Swani - Tulkarm. Prepared by : Ahmad Adas Fayed Atatri Amjad Shayeb. Supervisor : Dr. Lubna El-Haj Hamad. Outline .

mayes
Télécharger la présentation

Design of a wastewater network for Al-Swani - Tulkarm

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Design of a wastewater network for Al-Swani - Tulkarm Prepared by : • Ahmad Adas • Fayed Atatri • AmjadShayeb Supervisor : Dr. Lubna El-Haj Hamad

  2. Outline

  3. Tulkarem is one of the Palestinian cities that are incompletely have sewage networks , these networks collect wastewater by pipes and manholes and transit it to a certain location usually treatment plant . Introduction

  4. Design a sewage network for Al-Swani to serve people who live there . Reduce the bad effect of cesspits tanks . Objectives

  5. Methodology

  6. Study area

  7. Al-Swani is located in the south east of Tulkarm. The area land of Al-Swani is about 1.5 km² . location

  8. The climate of Tulkarm is Mediterranean and subtropical as the area surrounding it, with rainfall limited to the winter. The climate could be explained as : • Temperature. • Humidity . • precipitation . Climate

  9. Al-Swani has population about 5550 capita . Population

  10. There are 6 underground water wells distributed in Tulkarm area . Water resource

  11. In summer : well number 6. In winter : Attayah reservoir. water supply:

  12. Al-Swani has a maximum elevation of a 144m above the sea level , and the minimum elevation is 60m above the sea level. Topography

  13. Design Considerations : Design

  14. Design steps : (1) Draw pipes and manholes using SewerCAD. Design

  15. (2) Divide Al-Swani zone into many parcels . Design steps :

  16. (3) Calculate the unit sanitary load of each manhole by the following excel sheet . Excel sheet Design steps :

  17. (4) Insert all data to sewerCAD. (5) Make the preliminary run after checking all data and get results. Design steps :

  18. Results

  19. Results

  20. Profile

  21. Thank you

More Related