1. SOLID WASTE MANAGEMENT IN Asera – Ash-shamalia
بسم الله الرحمن الرحيم AN-NAJAH NATIONAL UNIVERSITY FACULTY OF ENGINEERING CIVIL ENGINEERING DEPARTMENT
SOLID WASTE MANAGEMENT IN Asera – Ash-shamalia
Prepared by:
ANAS ODEH
HUSSEIN SWALLMAH

2. Introduction
Solid waste is defined as a material that is cheaper to throw away than to store or use.
Solid waste management (SWM) is an important environmental health service, and is an integral part of basic urban services.

3. Why we need to swm in Asera – Ash-shamalia ?
To improve solid waste collection and disposal system.
To improve environmental situation.
To cover the village at appropriate time.

4. The objective
To determine the quantities of solid waste at Asira Ash-shamalia
To assess the environmental impacts from solid waste
To design containers to stored the solid waste
To design collection routes
To design a sanitary landfill

5. What has been done ?
Collect data and information about Asira Ash-shamalia
Apply questionnaire
Determine solid waste generation
Design container
Design collection route
Design sanitary landfill

6. Study area

7. Study area Geography and Topography Climate Demography and Population
Solid Waste Situation

8. Geography and Topography

9. Demography and Population

10. Apply questionnaire
Percentage of Education Level of Household Head

11. Apply questionnaire Percentage of Household Disposal per Days
80% 2
17% 3 3%

12. Solid waste generation rate
Sample size 52 household
Solid waste generation rate kg/c.d = 0.97
Average density = 0.43 kg/L

13. Design container Select container 1000 L= 1 m3
The population in Asera – Ash-shamalia is equal capita, and the number of houses is house
The ratio of person per house is 9675/1025 = 10 person / house
The rate of solid waste generate in two days per house = 0.97*10*2 = 19.4 kg/house
The volume of solid waste for each house is equal in two days = 19.4/0.43 = 45 L / house
The container served 22 houses per two days

14. Design of distribution container

15. Figure 1

16. Figure 2

17. Figure 3

18. Figure 4

19. Design of Collection Routs
The specific truck or semitrailer required for a community should be selected by considering the following aspects:
1-Waste should be transported at a minimum cost
2-Waste must be covered during transport
3-The vehicles should be designed to operate effectively and safely in the traffic conditions founded on the hauling routes
4-Truck capacity must ensure that it never exceeds road weight limits
5-Truck design should prevent leakage of liquids during hauling

20. Design of Collection Routs
The vehicle of collecting solid waste Mid range rear loader is selected, volume of solid waste in this vehicle in range (10 – 30 yd3 ) the average of volume equivalent to 15.3 m3
Collect approximately 15 container, equivalent to 330 houses
The number of trips need = 1025/330 = 3 times

21. Design of Collection Routs

22. Design of Collection Routs
We divide area to 3 zones

23. Design of Sanitary Landfill
Compacted specific weight of solid waste in landfill = kg/m3
Average depth of compacted solid waste = 7 m
The daily solid waste generation rate in ton/day
Generation rate = 9675 *0.97 = 9.38 ton/d
The required volume per day = 9.38 / =19.9 m3/d
Area required per year = (19.9*365)/7 =1038 m2/yr
For 10 years design the area required = 1038*10 = m2

24. Design of Sanitary Landfill