1 / 41

An – Najah National University

An – Najah National University. Design of The Water Distribution Network of Qaryut Village Prepared By: Mohammad Sate' Mosa Mosa Supervisor: Dr. Mohammad N. Almasri 2010. 1 Introduction. 1.1 Water distribution networks (WDN):.

trevor
Télécharger la présentation

An – Najah National University

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. An – Najah National University Design of The Water Distribution Network of Qaryut Village Prepared By: Mohammad Sate' MosaMosa Supervisor: Dr. Mohammad N. Almasri 2010

  2. 1Introduction

  3. 1.1 Water distribution networks (WDN): • Water supply systems are the lifeline of urban and rural communities. But this system is not easy or cheap to be earn, such a system is costly, and the most costly element in this system is the water distribution network. • A water distribution network (WDN) is comprised of a number of links (mainly pipes) connected together to form loops and/or branches.

  4. 1.1 Water distribution networks (WDN): •  The WDNs should be capable of: • Meeting the demands • Satisfactory the pressure head • The WDNs may be classified as: • Grid(looped) systems • Branching systems • Combination of the two

  5. 1.2 Design of WDNs: • The design of WDNs involves the following: • Determination of pipe diameters • Determination of pump specifications • Determination of reservoir sizeand location • Selection of pipe material

  6. 2Objectives

  7. 2.1 The Objective of the Project: • The main objective of this project is to design the water • distribution network of Qaryut with the aid of EPANET.

  8. 3Study Area

  9. 3.1 Geography and Topography: • Qaryut is located 42 km to north of Jerusalem and 26 km to the south of Nablus. • Administratively, Qaryut is belongs to Nablus governorate it is located at the top of mountain which is elevated 750 m above mean sea level. The area of Qaryut is about 7491 dunnoms. • Topographically, the village is a mountainous area reaching heights of between Nablus and Ramallah

  10. Qaryut

  11. 3.2 The Meaning of Qaryut: • Qaryut is an old Canaanite name, where Qaryut called by that name because it is surrounded by several villages. This name includes two parts: • (QAR): which means villages, the second part, • (YUT): meaning center. • So the meaning of Qaryut is the center of villages.

  12. 3.3 Rainfall:

  13. 3.4 Population:

  14. 3.5 Water Resources: • Qaryut has two springs: • 1. Qaryut spring

  15. 3.5 Water Resources: • 2. Salon spring

  16. 3.5 Water Resources: • 3. Mekorot : • Citizens in Qaryut, get their requirements of water from a filling point provided by Mekorot. Where the water transfer to citizens by tractors

  17. 4Methodology

  18. 5 Questionnaire

  19. 5.1 Background: • The questionnaire is the first step to start this project, it give the opportunity to know some important information that affect the water demand. • The questionnaire covers 50 families. It focused on the issues that affect per capita water consumption, to know the percentage of each factor.

  20. 6 Design Approach

  21. 6.1 Water Supply System For the Southern Villages of Nablus:

  22. 6.1.1 Rujeib well pump :

  23. 6.1.2 Qusra Reservoir:

  24. 6.2 Area Partition (Before Parting):

  25. 6.2 (After Parting):

  26. 6.3 Data Input: • Growth rate (r) = 2.36% • Density of the population = = • Design Period = 25 years • water consumption per capita day = 125 L /C day • Losses: 14% • Total consumption = population * (L / c –day)

  27. 6.3 Data Input: • Max daily demand = 1.8 • h­Lf = 162.5*( )1.852*D-4.87*L • For the pipes I choose it UPVC with (H-WC)=125 • transition link from Qusra reservoir to Talfit and Qaryut has a diameter 6 inch, then branch to 4 inch diameter so I choose the diameter gradually to the end

  28. 7 Results

  29. 7.1 The Velocity inPipes: pipe

  30. 7.2 The Pressure Head for Nodes:

  31. 7.3 The Pressure Head for Nodes (after add a pump): Min

  32. 8 Conclusions

  33. 8.1 Pipes required to WDN of Qaryut: • The WDN includes 132 pipes. I summarize the pipes required in below table • The total cost of the pipes = 323,695 JOD

  34. 8.2 Pump required to WDN of Qaryut: • A pump should be used in order to guarantee that the water can reach all the residents of the village at sufficient pressure (>=20m) • I choose a pump with inflow (30m3/hr), and give a head (34.1 m) to give at least 20m pressure head at nodes to reach all citizens. • The capital cost of this pump is (5350 JOD).

  35. 9 Recommendations

  36. 9.1 Recommendations: • Since Qaryut village is without a WDN, it is highly recommended to quickly construct the WDN for the village. • Springs rehabilitation in order to reduce spring losses and to prevent pollution. This enables the village to take advantage of these resources. • Public awarenesscampaigns should be carried out to encourage the residents of Qaryut to practice water conservation.

More Related