AnNajah National University Civil Engineering Department Graduation Project
![An-Najah National University Civil Engineering Department Graduation Project Al-Khader Water Distribution , Waste, and An-Najah National University Civil Engineering Department Graduation Project Al-Khader Water Distribution , Waste, and](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-1.jpg)
![Outline : • Introduction • Objectives • Study Area • Methodology • Arc. Hydro Outline : • Introduction • Objectives • Study Area • Methodology • Arc. Hydro](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-2.jpg)
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![Arc. Hydro Arc. Hydro](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-7.jpg)
![• Problem • Assumption • Solution • Problem • Assumption • Solution](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-8.jpg)
![• Problem • Assumption • Solution • Problem • Assumption • Solution](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-9.jpg)
![• Problem • Assumption • Solution • Problem • Assumption • Solution](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-10.jpg)
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![Main Catchments Main Catchments](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-12.jpg)
![Workflow : - Workflow : -](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-13.jpg)
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![Wastewater Collection Network Wastewater Collection Network](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-15.jpg)
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![BOQ Item description Cost ($) Cost percent 8 inch 187, 800 24. 2 10 BOQ Item description Cost ($) Cost percent 8 inch 187, 800 24. 2 10](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-24.jpg)
![Stormwater Collection Network Stormwater Collection Network](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-25.jpg)
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![IDF IDF-Curve 70, 0 60, 0 Intensity (mm/hr) 50, 0 1 Year (mm/h) 40, IDF IDF-Curve 70, 0 60, 0 Intensity (mm/hr) 50, 0 1 Year (mm/h) 40,](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-28.jpg)
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![Cover (m) Cover (m)](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-30.jpg)
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![Conclusion Conclusion](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-32.jpg)
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![Recommendations �Site investigation must be done in order to the nature of the study Recommendations �Site investigation must be done in order to the nature of the study](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-35.jpg)
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- Slides: 36
![AnNajah National University Civil Engineering Department Graduation Project AlKhader Water Distribution Waste and An-Najah National University Civil Engineering Department Graduation Project Al-Khader Water Distribution , Waste, and](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-1.jpg)
An-Najah National University Civil Engineering Department Graduation Project Al-Khader Water Distribution , Waste, and Storm Water Collection Networks Done by : Ahmad A. Sarhan Bashar Y. Damra Ahmad I. Dadou Supervised By : DR. MOHAMMAD N. ALMASRI
![Outline Introduction Objectives Study Area Methodology Arc Hydro Outline : • Introduction • Objectives • Study Area • Methodology • Arc. Hydro](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-2.jpg)
Outline : • Introduction • Objectives • Study Area • Methodology • Arc. Hydro • WWCN • SWCN • Conclusions & Recommendations
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![Arc Hydro Arc. Hydro](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-7.jpg)
Arc. Hydro
![Problem Assumption Solution • Problem • Assumption • Solution](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-8.jpg)
• Problem • Assumption • Solution
![Problem Assumption Solution • Problem • Assumption • Solution](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-9.jpg)
• Problem • Assumption • Solution
![Problem Assumption Solution • Problem • Assumption • Solution](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-10.jpg)
• Problem • Assumption • Solution
![](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-11.jpg)
![Main Catchments Main Catchments](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-12.jpg)
Main Catchments
![Workflow Workflow : -](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-13.jpg)
Workflow : -
![](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-14.jpg)
![Wastewater Collection Network Wastewater Collection Network](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-15.jpg)
Wastewater Collection Network
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![e e](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-18.jpg)
e
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![BOQ Item description Cost Cost percent 8 inch 187 800 24 2 10 BOQ Item description Cost ($) Cost percent 8 inch 187, 800 24. 2 10](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-24.jpg)
BOQ Item description Cost ($) Cost percent 8 inch 187, 800 24. 2 10 inch 9, 725 1. 3 Excavation and pipe laying - 278, 865 35. 9 Sewer manholes - 172, 800 22. 3 Miscellaneous foe the sewerage network - 126, 596 16. 3 Total cost - 775, 786 100 Supply of PVC pipes
![Stormwater Collection Network Stormwater Collection Network](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-25.jpg)
Stormwater Collection Network
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![IDF IDFCurve 70 0 60 0 Intensity mmhr 50 0 1 Year mmh 40 IDF IDF-Curve 70, 0 60, 0 Intensity (mm/hr) 50, 0 1 Year (mm/h) 40,](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-28.jpg)
IDF IDF-Curve 70, 0 60, 0 Intensity (mm/hr) 50, 0 1 Year (mm/h) 40, 0 2 Year (mm/h) 5 Year (mm/h) 30, 0 10 Year (mm/h) 20, 0 100 Year (mm/h) 10, 0 0 20 40 60 80 100 120 140 Duration (min) 160 180 200 220 240 260
![](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-29.jpg)
![Cover m Cover (m)](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-30.jpg)
Cover (m)
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![Conclusion Conclusion](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-32.jpg)
Conclusion
![](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-33.jpg)
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![Recommendations Site investigation must be done in order to the nature of the study Recommendations �Site investigation must be done in order to the nature of the study](https://slidetodoc.com/presentation_image_h2/a3a9768b2c257ee0cae29247916ad909/image-35.jpg)
Recommendations �Site investigation must be done in order to the nature of the study area. �If possible treatment plant is considered as a feasible project. �We recommend to civil engineering department to but the Arc Hydro tools in GIS course plan, because it saves a lot of time, give more accurate results, and the design process will be easier.
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