2. OUTLINE 2 INTRODUCTION OBJECTIVES METHODOLOGY RESULTS FOR SEWAGE SYSTEM RESULTS FOR SEWAGE SYSTEM CONCLUSIONS & RECOMMANDATIONS CONCLUSIONS & RECOMMANDATIONS RESULTS FOR STORMWATER NETWORK RESULTS FOR STORMWATER NETWORK

3. INTRODUCTION 3

4. 4

5. 5

6. 6

7. METHODOLOGY 7 Selection of the study areastudy For sewer Design the network using the SewerCADusing Design the network using the StormCAD Determination of design constraintsdesign Distribution of catch basin and estimate the areabasin Distribution of manholes and estimate the load manholes Conclusion and recommendation recommendation Network delineation delineation Data collection For storm Estimate the cost of network cost

8. LOCATION 8 Bait Wazan Village An- Najah National University

9. About Bait Wazan Village 9

10. DATA COLLECTION 10

11. SOFTWARE USED FOR DATA PROCESSING 11

12. 12 Plan for networknetwork

13. Design and analysis using SewerCAD & StormCAD 13

14. Design Constraints 14 Item minimumMaximum Velocity(m/s) 0.63 Slope(%) 112 Cover(m) 13.5

15. 15 PROCEDURES effective wastewater network design Wastewater network cost

16. 16

17. 17

18. 18

19. 19 Velocity Constraints

20. 20 Slope Constraints

21. 21 Cover Constraints

22. Profile of Street adverse slope 22

23. Longest profile in the network 23

24. 24

25. Shortest profile in the network 25

26. An example of profile

27. Top view of profile 27 Conduit ID: CO-195 before:- cover: 3m velocity:. 5 m/s slope: 4. 57% after2- cover: 1. 1m velocity:. 69 m/s slope: 12% Conduit ID: CO-198 before:- cover: 4. 3m velocity:. 5 m/s slope: 4. 97% after:- cover: 1. 1m velocity:. 67 m/s slope: 12% Conduit ID: CO-34 before:- cover: 4m velocity:. 5 m/s slope: 7. 91% after2- cover: 1m velocity:. 27 m/s slope: 1. 34% Conduit ID: CO-35 before:- cover: 2m velocity:. 5 m/s slope: 10. 77% after:- cover: 1m velocity:. 33 m/s slope: 3. 24% Conduit ID: CO-36 before:- cover: 1m velocity:. 25 m/s slope: 2. 27% after:- cover: 1m velocity:. 25 m/s slope: 2. 27%

28. 28

29. 408 manholes with 1 meter diameter 408 conduit in sewer network with 8 inch diameter 12 km the length of network

30. Inlet 30 Conduit Catchment area

31. Factors affecting the Stormwater 31

32. 32

33. 33 Study area Contribution area ResidentialRocky areaStreetsPaved

34. The Key parameter that have effective impact is Runoff coefficient(C) In order to assess the value of C that are closer to reality we studied the previous case that simulate to our case (north-eastern part of the City of Nablus). Since they make calibration between the real case and the model output. 34

35. When finding that the value of C must be low. we revisited the study area and found that there are few depressions that impact the generation of stormwater 35

36. In addition, the rocks of the study area are oriented in away that obstructs the stormwater 36

37. 37 Rainfall intensity is defined as the rate of rain that falls during a storm event Design value of intensity depend on :-  Tc  Return period  Return period

38. 38 T c depend on:-  t f = L/V In residential areas (2-5) years design period is considered and we use 2 years Return period t

39. 39 For our study area IDF for Nablus (PWA)

40. 40

41. 41 C=.2C=.1C=.3 locationConduit IDParameterWastewaterstormwaterWastewaterstormwaterWastewaterstormwater At the beginning CO-1 Velocity (m/s) 0.51.240.51.020.51.4 Flow (m3/d)10.373473.2810.372855.347210.373919.104 Slope (%)7.582.567.582.567.582.56 Diameter ( in)888888 At the middle CO-130 Velocity (m/s) 0.51.710.51.930.51.93 Flow (m3/d)6.154790.886.155402.76486.155402.7648 Slope (%)11.98.6211.98.6211.98.62 Diameter ( in)888888 At the end CO-247 Velocity (m/s) 2.35.262.34.422.35.91 Flow (m3/d)974.8132641.28974.862664.0019974.8149030.72 Slope (%)121012101210 Diameter ( in)824818824

42. 42 2-year locationConduit IDParameterWastewaterstormwater At the beginning CO-1 Velocity (m/s)0.51.24 Flow (m3/d)10.373473.28 Slope (%)7.582.56 Diameter ( in)88 At the middle CO-130 Velocity (m/s)0.51.71 Flow (m3/d)6.154790.88 Slope (%)11.98.62 Diameter ( in)88 At the end CO-247 Velocity (m/s)2.35.26 Flow (m3/d)974.8132641.28 Slope (%)1210 Diameter ( in)824 2-year return period

43. 43 5-year return period Conduit 130 :-

44. 44 10-year return period Conduit 130 :-

45. 45 we have 390 catch basin we have 390 conduit in Storm network 12 km the length of network Rang of the diameter Diameter (in)Length (m) 241280 18994 151447 12437 102025 85940

46. Conclusions 8 inch diameter sewer lines from UPVC were used in design of the wastewater collection network. And (24,18,15,12,10,8) inch diameters are used in design of the stormwater collection network. Cost of the WASTEWATER NETWORK is $92/M. SewerCAD and StormCAD are efficient software for the design of wastewater and stormwater collection networks. Though the designs we made cannot be used for implementation as they are yet they provide a good approximation to the real networks along with realistic cost. This project helped us to broaden our way of thinking and that design constraints can be compromised to arrive at realistic conditions.

47. 47