مجموعة قيّمة من افكار التخرج للهندسة المدنية

يواجه الكثير من خريجي الهندسة المدنية مشاكل في الفصل الاخير من دراستهم الجامعية، وللاسف يضيعون الوقت الكثير على مرحلة اختيار فكرة مشروع التخرج

فمن باب تعميم المعرفة اقدم اليك هذه المشاريع لطلاب جامعة فلسطينية قامت مؤخرا بتقديمها للجميع على موقعها، لتستفيد وتبدأ من حيث انتهى الاخرون.

ساقسم المشاريع على اكثر من مشاركة لتسهيل الوصول وتنظيم الموضوع، وللعلم فان ملفات المشاريع متوفرة عل ىسيرفر غير تجاري ولا يحوي دعايات حيث ساوفر الروابط المباشرة قدر الامكان

هنا تجدون المشاريع وهي مختلطة مع تخصصات اخرى.


http://eng.najah.edu/ar/graduation_projects?page=5

المشروع الاول: AFORI RESDINTAIL BUILDING



السنة الأكاديمية:
2010

Supervisors:
ابراهيم عرمان

الطلاب:
علي المحروم
أمجد الخاروف


القسم:
هندسة مدنية


الملفات:
Presentation1.ppt


This project is a structural analysis and design of a residential building located in Rafidia in Nablus city. The building is consisted of 10 floors.

The final analysis and design of building is done using a three dimensional (3D) structural model by the structural analysis and design software sap2000.

The preliminary dimensional of the structural elements are determined using one dimensional structural analysis for the structural members for gravity loads. impel analysis and design is used for this purpose.

The structural model results are verified by simple calculations and by comparing with the one dimensional analysis. The final section dimensional and reinforcement is extracted from the dimensional structural model. And finally, practical structural drawings are prepared accordingly.

المشروع الثاني:

3D Dynamic And Soil Structure Inter For ophthalmic Hospital


السنة الأكاديمية:
2010


Supervisors:
Isam G. Jardaneh

الطلاب:
Ahmed Ayed
Alaa Shahrour
Hilme Taleeb


القسم:
Civil Engineering


الملفات:

ophthalmic_hospital.docx

This project aims to evaluate the ophthalmic hospital in Nablus, which has a mixed structural system of braced (stone) frames and shear walls.

The evaluation will include static, dynamic, and soil structure interaction analysis, in 3D view, in order to approach the actual model as much as possible.

Two Methods will be used:

1. Manual analysis: assuming 1D structural elements, using recommendations of ACI -05, as done in most engineering offices, (trying to match the reality).

2. Program analysis: (assuming 3D views, and 1D, 2D structural elements, using structural analysis program sap 2000 v.12, more close to reality).

After the checks on the model, by manual analysis and by program, the results will be compared with the as built design details, evaluate of the as built detail will be performed, first for the gravity loads and then for both, gravity and seismic loads

المشروع الثالث:
A Hydraulic Analysis of Askar Camp Water Distribution Network

السنة الأكاديمية:
2010

Supervisors:
Mohammad Al-Masri


الطلاب:
Mahdi Munther Ali


القسم:
Civil Engineering


الملفات:

[URL="http://eng.najah.edu/sites/eng.najah.edu/files/Presentation1_0.pptx"]Presentation1.pptx[/URL]





The main objective of the project are:



· To study and analyze the water consumption and to estimate the losses from the existing water distribution network of Askar Refugee Camp.



· To hydraulically analyze the WDN of Askar Refugee Camp using the EPANET software.



· To recommend a new design of WDN of Askar refugee camp if needed.

Al Maktoom Clinic center



السنة الأكاديمية:
2010

الطلاب:
Khalil Jaber Qaisi
Khalil Hafez Abu Ghdieb
Ali Abul-Mohsen Kharmeh
"Mohammad Zaid" Halaweh

القسم:
Civil Engineering

الملفات:

part_2_1.doc



Description of the clinic: - Prince Mohammed bin Rashid Al Maktoom Clinic center, is one of the existing medical centers in the governorate of Nablus, which was constructed in 2004. This clinic consists of four stories of total area (2235 m2), the total height of the building (17.75m).

It was designed by Al-Asas engineering office and implemented by Al-Radwan office. It’s funding came from the United Arab Emirates.

The importance of the clinic: - The Clinic -as a medical center- is one of the important buildings in the nation in all parts of the world. It provides fastest and shortest way for the patient to receive the necessary treatment. In such buildings it must be taken into account the specific standards and specifications to be able to withstand against disasters. Do people imagine the amount of losses that may occur in the event of an earthquake and the collapse of these buildings, especially if they include large numbers of patients?

1.2Location:

1. Geographic location: - The clinic is located in the eastern side of Nablus city in Balata village, near Mezzos Al-Masri School

2.Soil site: - This structure was built over clayey soil with bearing capacity 2.2kg/cm², estimated depending on the nature of the region, and field tests from the adjacent sites.

Analysis of the Water Distribution Network of Almasaken-Nablus


السنة الأكاديمية:
2010


Supervisors:
Mohammad Al-Masri

الطلاب:
Samar Bishawi
Suha Awad

القسم:
Civil Engineering


الملفات:

Presentation_nhyyh.ppt

The aim of this project is to evaluate the water consumption of Almsaken Alshaabia ,the area located in Nablus, since the water system main function is to provide an adequate amount of water of good quality in order to have a good life. The analysis will require the study of the flow rate, the velocity and head loss at each pipe and the pressure in each node. The analysis was performed using EPANT software.

The main objectives of this work are the following :
1. Assess the water consumption in Almasaken area.
2. Analyze hydraulically the water distribution network of Almasaken by using EPANET

Analysis of the Water Distribution Network of Balata refugee camp


السنة الأكاديمية:
2010
Supervisors:
Mohammad Al-Masri
الطلاب:
Maysa Ayoub
القسم:
Civil Engineering
الملفات:

Presentation1.ppt

The project aims to hydraulically analyze the water distribution network of Balata refugee camp and assess the network and to calculate the amount of consumption in the camp.The analysis will require the study of the flow rate, the head loss on each pipe and the pressure at each node. This is done by using EPANET software.

Construction Project management


السنة الأكاديمية:
2010

الطلاب:
Osama Yaseen
Murad AL-Khateeb

القسم:
Civil Engineering

الملفات:

Construction_2.ppt

Every body does projects. Building a tree house is a project; so is Putting a man on the moon.

From the simplest Home improvement to the most complex business or scientific Venture, projects are a part of most of our lives.

But exactly what is a project and what can you do to manage all its facets?



Some projects are defined by their randomness. Missed deadlines, Unpleasant surprises and unexpected problems seem to be as unavoidable as the weekly staff meeting.

Other projects have few problems. Nevertheless, the project that goes

Smoothly from beginning to end is rare. Good planning and Communication can go a long way toward avoiding disaster.

And although no amount of planning can prevent all possible Problems, good project management enables you to deal with those inevitable twists and turns in the most efficient manner Possible

Construction Project Management For 100 villa In Two Phases


السنة الأكاديمية:
2010

الطلاب:
Alaa' Mamdooh Hassan
Rania Madmooj
Reem Mohammad


القسم:
Civil Engineering


الملفات:

presentation-1_ala2_7san.ppt

In our daily life there is nothing random or come by chance, everything should be planned .By the same way engineering woks done through the projects need management.

Successful project management is the result of a structured and determined effort to develop practices and skills within an organization that has been deliberately designed to support project work and the management of that work. These practices must be developed specifically for your organization and circumstances, and must be communicated and implemented throughout the operation Project objectives get achieved because there are skilled people who can define the objectives, and can plan and direct work to satisfy the objectives.

So the most important step toward project management maturity is to set up a project management operation that can best develop and utilize skilled personnel and direct their efforts, via a set of project management practices, supported and directed by an enlightened senior management

Derive of Synthetic Unit Hydrograph for Wadi Zeimar


السنة الأكاديمية:
2010

الطلاب:
Ahmad Talal Abu-Hamed
Mohammad Nimer Mohsen
Osama Omar Nazzal


القسم:
Civil Engineering

الملفات:

2.ppt

The main objective of this project is to study the storm water drainage of Wadi Zeimar. It is to derive the unit hydrograph of catchment using the information available from a topography map without requiring past records of rainfall. This is accomplished by applying the available synthetic unit hydrograph theories.





The project has studied the hydrology of Wadi Zeimar through:

1. Analysis of the rainfall data of Nablus and Tulkarm stations.

2. Study of the characteristics of Wadi Ziemar catchment.

3. Study the rainfall-runoff relation.

4. Develop synthetic unit hydrographs to model the rainfall runoff process of Wadi Zeimar

DESIGN OF FACULITY OF ENGINEERING AND INFORMATION TECHNOLOGY IN ARAB AMERICAN UNIVERSITY-JENIN

السنة الأكاديمية:
2010

Supervisors:
Ibrahim Mohammad Ahmad Arman


الطلاب:
Husam Hijawi
Jafar Abu Alrub
Yousef Abu Shamleh


القسم:
Civil Engineering


الملفات:

Presentation.ppt

The faculty of engineering and information technology in the Arab American University is composed of two blocks, block 1 consists of four floors with an area of 685.75 m2 and block 2 consists of four floors with an area of 667.5 m2. Atypical floor plan is shown in Figure 1.1. The architectural drawings are show in Appendix A.

The ground floor includes chambers, lectures halls and academics offices.

The first floor includes cafeteria, chambers, lectures halls and academics offices.

The second floor includes lectures halls, manual drawing rooms, networks lab, communications lab, computers lab, engineering workshop and services center.

And the third floor includes library and reading halls.

The elevation for each floor is equal to 3.85 m, and the total height of building is equal 17.2 m.

The exterior walls are masonry that is formed of concrete, blocks, and masonry stones. The interior walls are made of blocks

Design of footings for Korean School

السنة الأكاديمية:
2010

Supervisors:
Mohammed A. Ghazal

الطلاب:

Fadi Atayah
Mohammad Ashkar


القسم:
Civil Engineering



الملفات:

Design_of_Footings_for_Korean_School_2010.pdf

The proposed project was constructed at Jenin District which is located at the north of Palestine as shown in figure 1.1. Jenin city has many of villages around it, and the map in figure 1.2 shown how the villages surrounding around Jenin city .

Our project located on Bait Qad street as shown in the figure 1.3, and it’s far from Bait Qad street about 600 m, and from Jenin city about 3 km . The school is located in an agricultural areas as shown in figure 1.4, and the type of it’s soil is soft clay as mentioned in soil report test

Design OF Hirbawi center

السنة الأكاديمية:
2010

Supervisors:
Ibrahim Mohammad Ahmad Arman


الطلاب:
juman abu zaid
haneen kharraz
Israa abu galuen


القسم:
Civil Engineering


الملفات:

project_power_point.ppt

A graduation project is covered during two consecutive semesters which is considered as one of the requirements for the Bachelor degree of Civil Engineering in the fifth year. Each student must select any subject in a civil engineering such as structure, transportation, foundation , water and environment .

This project is selected on structural engineering because it is very important part of any building construction as structural design solution requires understanding of engineering standards, inventiveness, well-trained and well-experienced engineers to undertake intangible, preliminary and detailed structural design projects in the areas of structural design and analysis.

Accurate structural designs are essential to the protection and long-standing structural reliability of complicated and simple designs in a similar way. We trust on the work of a structural engineer every time we enter a building, cross a bridge, enjoy a pleasure park ride, or run water through a powerhouse.

Nowadays, lots of outsourcing firms have completed engineering support for the design, analysis, inspection, and evaluation of structural systems. They have well experienced and expert staff in the design of structural systems including systems which utilize structural and cold formed steel, aluminum, concrete, masonry, and timber. They support all phases of the structural engineering design process, right from design and modeling to analysis of pre-existing designs and construction documentation.

This project aims to design 3D building, which is Hirbawi center near the city of Tulkarm

Design of Nablus Commercial Center Tunnel



السنة الأكاديمية:
2010

Supervisors:
Isam G. Jardaneh


الطلاب:
Imad A. F. Jarara’h
Mohammed A.S.Amarneh
Mohammed Y.H.Amarneh


القسم:
Civil Engineering


الملفات:

Project_Presentation.ppt

A tunnel is a tube hollowed through soil or bedrock. Constructing a tunnel, however, is one of the most compl­ex challenges in the field of civil engineering. A tunnel may be for pedestrians or cyclists, for general road traffic, for motor vehicles only, for rail traffic, or for a canal. Some are aqueducts, constructed purely for carrying water for consumption, for hydroelectric purposes or as sewers while others carry other services such as telecommunications cables.

Many tunnels are considered technological masterpieces and governments have honored tunnel engineers as heroes. That's not to say, of course, that some tunnel projects haven't encountered major setbacks.

A tunnel is an underground passageway. The definition of what constitutes a tunnel is not universally agreed upon. They should be completely enclosed on all sides, save for the openings at each end.

This project presents design of Nablus Tunnel which connects Sufian Street with the new Commercial Complex Building of Nablus Municipality. The project includes design of excavation support system which is bored cast in-situ piles (sheet pile wall), design of retaining walls and design of mat foundation. In addition to that, this project talks about tunnels in general

Design of Several Foundation Systems For Faculty of Optics


السنة الأكاديمية:
2010


Supervisors:
عصام غالب جردانه


الطلاب:
ميساء قوشو
سماء اسماعيل



القسم:
هندسة مدنية


الملفات:

mnqsh_mshrw_ltkhrj.ppt



The lowest part of the structure generally is referred to as the foundation; its function is to transfer the load of the structure to the soil on which it is resting. A properly designed foundation transfers the load throughout the soil without overstressing the soil, both of which cause damage to the structure. Thus, geotechnical and structural engineers who design foundations must evaluate the bearing capacity of soils.



Depending on the structure and soil encountered, various types of foundations are used and may be classified in two main groups, namely, shallow foundation and deep foundation. Shallow foundation is simply an enlargement of a load bearing wall or column that makes it possible to spread the load of the structure over larger area of the soil in soil with low load bearing capacity, the size of the foundation requires is impracticably large, in that case, it is more economical to construct the entire structure over a concrete pad, this is called a mat foundation.



Deep foundation including pile and drilled shaft foundations are used for heavier structures when great depth is required for supporting the load. Piles are structural members made of timber, concrete, or steel that transmit their load into the subsoil, piles can be divided into two basic categories: friction piles and end bearing piles. In the case of friction piles, the superstructure load is resisted by the shear stress generated along the surface of the pile. In the end – bearing pile, the load carried by the pile is transmitted as its tip to a firm stratum.



This project will present design of several foundation systems of the Faculty of Optics Building. The Optics Building has seven stories and its plan area is about 1200 m² for each story. The structural system is a typical structure of slabs, beams, columns and foundation system to carry columns’ loads. Column’s loads are found by analyzing the structure with Software called SAP 2000 ver. 12. Tributary area method is also used for analysis and comparisons were made between tributary area method and analysis using SAP 2000.

Design of shallow foundations for optical and nursing faculty


السنة الأكاديمية:
2010
Supervisors:
Isam G. Jardaneh


الطلاب:
Ahmad Kazem Ramahi
Qasem Basem Batyeh


القسم:
Civil Engineering


الملفات:

Presentation_for_final_project.ppt

This project is an analysis and design foundations ofTHE OPTICAL AND NURSING FACULTY , which is in Nablus city , al-jneed street , in al-najah university .

The building contains six stories and the roof , three of this stories are in basement . the area of each story is about 1200 m2 .

The design of foundation will be done by using SAP program , first we analyze the building to find the reaction on each footing then we design the foundation .

The project is distributed in two semester , the first semester includes chapter one , chapter two and chapter three . and the second semester includes chapter four and chapter five .

The project at all contains five chapters ; chapter two is a review of foundation , it talks about types of footing and bearing capacity .

Chapter three presents structural analysis of the proposed optical and nursing faculty . SAP 2000 is used to analyze the structural part of the project . loads are tabulated and presented in this project .

Chapter four summaries the soil properties of the proposed project site . It talks about the site bearing capacity , settlements and the other expected geotechnical problems .

Geotechnical and structural design of the foundation system suggested is in Chapter five . It includes the design of isolated footing and mat foundation

hebron cultural center


السنة الأكاديمية:
2010



Supervisors:
Ibrahim Mohammad Ahmad Arman


الطلاب:
Hazem Abu Alrob
Sameer Tamimi
Imad Malayshi



القسم:
Civil Engineering


الملفات:

Presentation1.ppt

This is a graduation project that introduces analysis and design of reinforced concrete structure. This structure is the building of (Hebron Cultural Center) in Hebron city. The building will be analyzed and designed using the preliminary principles of structures by using one dimensional structural analysis and also using the most modern analysis of structures the three dimensional structural analysis.

This project will give a summary of the design principles of the different structural elements in the structure, and finally it will introduce practical design drawing for implementation.

This graduation project is formed of three chapters:

Chapter 1: Introduction, that define the structure location, loads, materials, and basic structural systems.

Chapter 2: Preliminary Design, which introduces design of the different structural elements using simple one dimensional analysis.

Chapter 3: Three Dimensional Analysis and design, that introduces the final and practical structural analysis and design of the structural elements with the practical structural drawings that are ready for construction.

Modeling and Management of the Stormwater of the Old City of Nablus




السنة الأكاديمية:
2010


Supervisors:
Mohammad Al-Masri


الطلاب:
Musab O. Jayyousi
Osama H. Shaheen


القسم:
Civil Engineering


الملفات:

osama.ppt



The main project objective is to hydraulically analyze the existing stormwater collection system to find the causes of the major problems and the critical areas in which they occur to highlight the reasons of these problems and to determine the minimum intensity of rainfall event where the problems start to show up. Then to find the appropriate solutions that are possible to implement and to set the potential alternatives. Finally we will select the best alternative.

To achieve these alternatives and seek our goals we developed a model that simulates the process of stormwater in the Old City by using StormCAD

Mohammad Al-Fateh mosque


السنة الأكاديمية:
2010


Supervisors:
Mohammed A. Ghazal


الطلاب:
Abed Al-Hamid Naser
Ghassan Mansour
القسم:
Civil Engineering

الملفات:

Mohammad_al-Fateh_mosque.docx





This project is a mosque with flat prayer hall of 800 m2 in addition to 200 m2 as service, consist of a place for ablution, WC’s, external balconies and prayer room for women, see figure 1.2, with a basement floor 5 m below the ground floor used as a library, rounded by a retaining wall 1 m away from the library’s wall.



The hall take the octagonal form to provide guidance , since the mosque is located at a cross roads at the main entrance to the city of Qalqilya, see figure 1.3, the octagonal form is done to save maximum of views for this mosque , then it can be seen from all around, and this is due to its unique location and height as it is located at the top site in Qalqilya, and because of the high dome of the mosque with about 20 meters, and the minarets since it has two minarets each one reach a height of 35 meters, which make them the top of minarets of the west bank so far.



From inside, there is the courtyard of the mosque which is eight-shaped ending dome based on four circular columns,and there are holes in the dome to provide illumination color hat fall from different angles on the mosque to give the atmosphere of its own

MUSCAT PRIMARY SCHOOL – KUFUR RA I


السنة الأكاديمية:
2010

Supervisors:
Mohammed A. Ghazal


الطلاب:
Ehab Waleed Diab
Abdul Rahim Na’em Melhim


القسم:
Civil Engineering


الملفات:

presntation

pdf


Solution by Ihab

ABSTRACT:-

All constructions must be carried by foundation. Foundations are structural elements that connect the structure with soil. This element is not visible to the public eye since it lies down the surface of soil (substructure), and it is main function is to transfer the loads of structure to larger area so that the pressure acts on soil is reduced as we move downward till it becomes less than its bearing capacity. So foundations must be designed as safe as possible to be compatible with its duty and function of bearing.



THE PROJECT

The project is a school building designed as four floors where a two floor only is carried out with 2046 m2 area, the school has a mark of Omani buildings, as it is a grant from the Omani government.
Since the interest is in designing the foundation, special types of footing will be performed considering all the architectural features and geological properties, also all modification and improvement of section of the land, single footing selected in design as a main component of construction, in addition to the shear and retaining walls.



SCOPE OF PROJECT:

- Evaluation of foundations.

- Selection of the proper foundations

- Design of foundations.

Old city water Network In Nablus



السنة الأكاديمية:
2010


Supervisors:
Anan F. Jayyousi


الطلاب:

ANAS GHANEM
IMAD RABEE


القسم:
Civil Engineering


الملفات:

start.doc

water is the most important thing in our life , so it is a basic thing for all human especially in Palestine , until it was the most problems that hinder the Palestinian Israeli negotiation .



There are many resources of water in the earth such as rivers , lakes and groundwater springs



Many needs water for drinking preparing food , bathing , cleaning and irrigation so it is important to have ready access to this resources , we have to get always a clean water and harmless to human , biota and environment , because of israeli occupation control in our sources and prevent us from getting natural water out to use , solving this problem is very complex and difficult especially in Nablus city , Nablus is controlled by many israeli settlements



Nablus is a major city in Palestine under Palestinian authority in the west bank with a population about 100,000 it is one of the largest Palestinian population centers in the Middle East



The city lies 63 km north of Jerusalem between mount Ebal and Jarzeem



The old city is one of the famous area in Nablus it lies in the center of the city and it has a special characteristics made it high populated city and it is not easy to be studied , it is with a population about 12000 people , its area with about 450 Donoums , the only source of water in the old city is al Qaryun spring and it is one of the eldest springs in Palestine .



The old city citizens is suffering from many problems in its water network , so our project will study the existing network , dealing with it and try to redesign a new network solving the problems that occurs in the existing network

Spatial and temporal drought analysis in the west bank


السنة الأكاديمية:
2010


الطلاب:
شادي كلباني
عطية الطوس

القسم:
هندسة مدنية


الملفات:

Project_presentation_for_atyia_and_shadi.ppt

Drought considered from the most natural hazards that threatened the West Bank water resources and very critical issue to understand. This study aims at assessing the behavior of spatial and temporal drought in the West Bank. In order to study drought, it is important to correlate it with rainfall analysis. Also this study shows the effects and features of drought and discussing them depending on spatial and temporal analysis.



The drought changes along West Bank temporally and spatially. Hence the drought features must be considered for all water resources management in the West Bank. Most of formulas of drought prediction are based on statistical analysis, because drought is treated as random and probability is the main way to deal with drought.



Rainfall data is an essential element of basic data input to many hydrologic and engineering studies. The West Bank is characterized as a arid to semi-arid region with rainfall varies spatially from one station to another and temporally at specific station on many factors.

Foundation Design of Multy story building




السنة الأكاديمية:
2010

الطلاب:
أسماء مرداوي
رشا اشتيوي
ميسون صبيح


القسم:
هندسة مدنية


الملفات:

PRESENTATION_mshrwn.ppt

Our project aims to design the foundation of multy storey building in Nablus city.



This project includes six chapters, where this introduction titled under chapter one.



Briefly, chapter 2 talks about the literature review of soil mechanism; foundations, their types, shapes, uses, and properties.



Chapter 3 talks about the geotechnical condition of the site, including the result of soil report test.



Chapter 4 talks about the descriptions of loads building and its structure, and descriptions of loads on the footing.



Chapter 5 is handling with the structural analysis of the building that includes the table of loads affecting the footing using tributary area method.



Chapter 6 is the important part of this project; it handles with analysis, design, and settlement calculations of mat, and pile foundations.

Chapter 7 is handling with the analysis, design of mat foundation using PROCON program.

Chapter 8 discuss the results of the project; and it gives recommendations of what are the proper kinds of foundations to be used.