eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
1
7
10.21608/pserj.2018.31779
31779
Original Article
Vertical Skylight Pattern Optimization for Public Spaces: Daylighting and Visual Comfort Analysis for Changing the Shape of Sawtooth Opening in Airport’s Holding Room in Cairo
Khalid Younes
kh_yn@hotmail.com
1
Ashraf Elmokadem
elmokadem1@gmail.com
2
Osama Abo einan
aboeinen@hotmail.com
3
Dina Noaman
dinasamy87@gmail.com
4
Architect at the Suez Canal Authority, MSc Student at The Architectural Engineering and Urban Planning, Faculty of Engineering, Port Said University, Portsaid
Professor and Head of Architectural Engineering and Urban Planning, Faculty of Engineering, Port Said University,
Associate Professor in Architectural Engineering and Urban Planning Department, Faculty of Engineering, Port-Said University
Lecturer at Architectural Engineering and Urban Planning, Faculty of Engineering, Port Said University
Well daylit public space, which ensures visual comfort, is one of the key design goals that architects and lighting designers seek. The public space such as airport’s waiting hall is characterized by large dimensions which can get efficient daylighting levels from a skylight. In Cairo where the sunny and clear sky, improper skylight design can generate extensive heat gain and discomfort glare problems. This paper aims to study the effect of changing the vertical skylight pattern on the uniformity and availability of daylight in the public space of airport holding room. This investigation conducted through changing the shape of north oriented sawtooth opening from one rectangle opening shape to arched opening shape with multi-divisions. Generating the 3d models and analyzing the daylighting performance conducted through a parametric simulation approach. This approach included three software programs which are Grasshopper, Diva for Rhino and Evalglare. Simulations were conducted using the weather data file of Cairo, Egypt. The performance assessment was based on four metrics; IES approved method -Spatial Daylight Autonomy (sDA) and Annual Sunlight Exposure (ASE) -, Daylight Availability (DA) and Daylight Glare Probability (DGP). Results show that the different patterns of sawtooth arched opening in Cairo reached the required daylighting performance and achieved the acceptance criteria of the assessment metrics according to the daylighting requirements of LEED V4.
https://pserj.journals.ekb.eg/article_31779_ad2a61b1ba4e4da1f010ddd57d249092.pdf
Daylighting- Skylight- Sawtooth- Spatial Daylight Autonomy (sDA)
Annual Sunlight Exposure (ASE)
Daylight Availability (DA)
Daylight Glare Probability (DGP)
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
8
18
10.21608/pserj.2018.32089
32089
Original Article
Impact Assessment of Radial Channels Project on Water Quality Status in Lake Manzala, Eastern Nile Delta, Egypt
Ashraf El-Hamaimi
a_elhamaimi@yahoo.com
1
Ahmed Mirdan
a_mirdan@yahoo.com
2
Mohamed Elshemy
m.elshemy@f-eng.tanta.edu.eg
3
Ahmed Hassan
ahmad9657@yahoo.co.uk
4
Ministry of Water Resources and Irrigation
Civil Engineering Department, Faculty of Engineering, Port Said University, Port Said, Egypt
Irrigation and Hydraulics Department, Faculty of Engineering, Tanta University, Tanta, Egypt
Irrigation and Hydraulics Department, Faculty of Engineering, Ain Shams University, Cairo, Egypt,
Lake Manzala lies on the eastern north coast of Egypt and is considered as the largest Egyptian coastal lakes. Economically, Lake Manzala is considered as one of the most valuable fish sources in Egypt. The water quality status of the lake has been degraded due to the progressive increasing of industrial, municipal and agricultural wastewater discharge from six main drains. The lake has three main effective outlets, one to Suez Canal and the others to the Mediterranean Sea. A new project has been started in Lake Manzala to improve the sea-lake water exchange by dredging the two main lake outlets to the sea and constructing two radial channels from the lake to the sea passing through the two main outlets. In this work, a hydrodynamic, advection dispersion and water quality model for Lake Manzala was developed, based on MIKE21 modelling system. Eight water quality parameters were simulated (BOD, DO, Chll_a, NO2, NO3, NH3, PO4, and TP), in addition to three hydrodynamic parameters (water depth, water temperature and salinity). The model results show good agreement with the observed water depth, water temperature, salinity and water quality records. The calibrated model was used to investigate the impacts of radial channels on Lake Manzala hydrodynamic and water quality characteristics. The results show a significant improvement in the lake water quality status. Significant decreases in the average concentrations of some water quality parameters were noticed, comparing to the original calibrated status of the lake (-21%, -14%, -13% and -10% for PO4, NO2, NH3 and Chll_a – as examples). While an increase in the average concentration of DO in the lake by about 1% was noticed. Other water quality improvement scenarios for the lake should be investigated, in addition to the investigated scenario of radial channels, using the lake developed model.
https://pserj.journals.ekb.eg/article_32089_10efe026d009ce5477baa416ba2af830.pdf
Lake Manzala
MIKE21
Radial Channels
Water Quality Management
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
19
31
10.21608/pserj.2018.32093
32093
Original Article
Cost Assessment of preconstruction phase for Construction Projects in Egypt
Emad Abdel-Galil
emad0057@eng.psu.edu.eg
1
Ahmed Hussein
mekky1999@gmail.com
2
Ahmed Alborkan
dr.eng88@yahoo.com
3
Professor of concrete structures, Faculty of Engineering, Port Said University, Egypt,
Associate Professor, Faculty of Engineering, Zagazig University, Egypt
Demonstrator, Civil Engineering, a Higher Institute of engineering and technology in New Damietta
The main premise of transaction cost economics is that project cost is not only production costs but there are also additional costs resulting from transactions between parties. Transaction costs include _but are not limited to_ the costs of preparing the bidding package, estimating and drawing up a contract, administering the contract, dealing with any deviations from contract conditions and any contractual problems include claims, change orders, and disputes. The main objective of this paper is to establish the factors that affecting transaction costs in construction projects in Egypt. The study was conducted on various types of construction projects in Egypt, which formed the sample size. To collect data, a questionnaire was used that was personally administered to the respondents, using emails and conducting semi-structured interviews. The collected data were analyzed by using SPSS program, and a software package named IBM. The findings indicated that the most important factors affecting positively (decreasing transaction cost value) on transaction cost value in construction projects in Egypt are: 1- The good financial position of the contractor 2- Lack of claims by the contractor 3- Non-substitution of materials during implementation by contractor 4- Contractor’s experience in similar type projects 5- The good relationship between the contractor and previous clients 6- Choose a more qualified contractor to do the job 7- The good relationship between the owner and contractor, designers, suppliers and government agencies 8- Implementation of the project in a stable security circumstance 9- Owner’s obligation to pay the contractor in time 10- The high efficiency of communication between project parties 11- Owner's commitment to his orders and not change during execution 12- The high efficiency of the owner’s organization 13- Choose the appropriate procurement method 14- Calculate the project time correctly 15- Choose the appropriate delivery type
https://pserj.journals.ekb.eg/article_32093_ea7f3ec646221e59bcd1b58a594f481e.pdf
Transaction costs
pre-transaction costs
post-transaction costs
Construction Management
Construction project
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
32
39
10.21608/pserj.2018.32094
32094
Original Article
Structural Safety Assessment of a Floating Dock during Docking Operation
Mohamed El-Maadawy
elmaadawy2002@yahoo.com
1
Moustafa Moustafa
sasa3875@yahoo.com
2
Heba El-Kilani
hebaelkilani@eng.psu.edu.eg
3
Adil Tawfiq
adil.tawfiq@gmail.com
4
Design Section, Port Said Shipyard, Suez Canal Authority, Port Said, Egypt,
Lecturer, Naval Architecture and Marine Engineering Department, Faculty of Engineering, Port Said University, Port Said, Egypt,
Naval Architecture and Marine Engineering, Faculty of Engineering, Port Said University
Naval Architecture and Marine Engineering Department, Faculty of Engineering, Port Said University, Port Said, Egypt
This paper focuses on the accuracy of the “load per meter run “criterion which is used as a simple assessment for the acceptance of a specific docking operation regarding the structural safety of an unrated caisson floating dry dock. A candidate floating dock system in Port Said Shipyard is modelled in order to illustrate the procedure followed to attain a proper decision. The development of the 3D finite element model acquires the availability of the full technical data of the floating dock. All major docking operation phases are taken into account. The adequacy parameter is a good measure to detect the suspicious locations within the dock's structure and identify the expected failure modes. The created 3D model is a useful tool that may be used in a trial and error process to attain a proper ballasting system to reduce stresses instead of rejecting the operation. The present case study had showed that the “load per meter run “criterion may be highly simplified and can be quite inaccurate specially in the critical docking operations.
https://pserj.journals.ekb.eg/article_32094_2f3fea3f45d60ac894a1046dfeada479.pdf
Port-Said Shipyard
Floating Docks
Structural Modelling
MAESTRO
FEA
Dock Strength
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
40
45
10.21608/pserj.2018.32095
32095
Original Article
Computational Investigation of Oil Film Pressure Profile in Journal Bearings
Nour Marey
nour_marine@yahoo.com
1
Amman Aly
amman_aly@yahoo.com
2
El-Sayed Hegazy
hegazy_marine@yahoo.com
3
Arab Academy for Science, Technology and Maritime Transport
Arab Academy for Science, Technology and Maritime Transport
Marine Engineering and Naval Architecture Department, Faculty of Engineering, Port Said University, Port Said, Egypt
Lubrication of journal bearing in ship shafting systems is facing a problem in the slow speed range, where oil film created pressure depends on shaft speed, among many other factors. Hence, the slower the speed the lower the pressure will be, which shifts lubrication from hydrodynamic to boundary one. An experimental journal bearing test rig (JBTR) has been designed and established to simulate typical journal bearing for ship’s shafting system. A theoretical validation study has been undertaken and good agreement with the test rig pressure readings was found. The test rig is capable of carrying out wide range of tests to investigate oil film pressure profile dependence on many parameters regarding design modification, oil properties, material properties, and many other factors. A new Computational Fluid Dynamic (CFD) model has been built for the sake of coupling future experimental investigations with computerized ones. The CFD model was created using the well-known CFD package Ansys ver. 15.0. The effect of shaft speed on oil film pressure profile was studied using the CFD model as a verification test. The model results were contrasted to the experimental results and an acceptable deviation range was found.
https://pserj.journals.ekb.eg/article_32095_fb08e7d722b52d543c5738f17ce1b20b.pdf
CFD analysis
hydrodynamic lubrication
boundary lubrication
experimental test
journal bearing (JB)
Propulsion Shafting System
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
46
55
10.21608/pserj.2018.32097
32097
Original Article
Ultimate Strength behavior of Aluminum Stiffened Panel under Combined Load
Sara Tawosy
sara.ali987@gmail.com
1
Randa Ramadan
randa5r@gmail.com
2
Mohamed Mansour
sohimo@hotmail.com
3
Heba El-Kilani
hebaelkilani@eng.psu.edu.eg
4
Demonstrator, Naval Architecture and Marine Engineering, Department, Faculty of Engineering, Port Said University, Port Said
Lecturer, Naval Architecture and Marine Engineering Department, Faculty of Engineering, Port Said University, Port Said, Egypt
Emeritus Professor, Naval Architecture and Marine Engineering Department, Faculty of Engineering, Port Said University, Port Said
Naval Architecture and Marine Engineering, Faculty of Engineering, Port Said University
Aluminum has become the material of choice for many types of vessels, particularly high-speed vessels where lightweight structure is important for meeting design goals. The methods of design and fabrication of aluminum contain many areas of conservatism that if overcome by proper research will lead to even greater performance at reduced cost. This paper studies the ultimate strength of Aluminum stiffened panel under combined loading conditions. A Finite Element Model had been developed based on published experimental study, this model was validated by comparing the output results with experimental work. The model calculated the ultimate strength of the panel under axial load. After validation of the model, it is used to estimate the ultimate strength of the aluminum stiffened panel under combined load. It is intended to investigate the effect of initial imperfection on the ultimate strength of the aluminum panels into the finite-element models studied. The effect of change in panel aspect ratio and the effect of column slenderness ratio are investigated. It has been found that an increase in aspect ratio affects the ability of the panel withstand any increase in load especially in case of imperfections. The analysis for the force-displacement relationships and post-collapse deformed shapes is also investigated.
https://pserj.journals.ekb.eg/article_32097_4486573f5c60f60ed047dddc2fab0073.pdf
Aluminum stiffened panel
Ultimate strength
Aluminum in ship structure
Combined load
buckling
Imperfections
aspect ratio
slenderness ratio
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
56
63
10.21608/pserj.2018.32100
32100
Original Article
Reliable Analytical Approach for Multi-taper Spectrum Sensing in Cognitive Radio Networks
Heba Allah Selim
h.seleem@eng.psu.edu.eg
1
Heba Soliman
hebayms@eng.psu.edu.eg
2
Ahmed Dessouki
dessouki2000@yahoo.com
3
Network Engineer at ESI, Cairo, Egypt
Faculty of Engineering Port Said University Egypt,
Faculty of Engineering Port Said University Egypt
Multi-taper detection method (MTM) is a powerful technique in spectrum sensing for Cognitive radio networks. In this paper, reliable and simple analytical expressions for the mean and variance of the Probability Density Function (PDF) of the MTM spectrum detector are derived. Then, closed-form expressions for detection and false alarm probabilities for the MTM spectrum detector have been obtained. Intensive simulation based work is conducted under AWGN channel conditions using MATALB to confirm and evaluate the proposed theoretical study. The confirmation and the evaluation processes are designated to verify many perspectives such as: the receiver operating characteristics (ROCs), the detection rate with respect to SNR, and minimum required sample points to achieve a certain performance. All these perspectives are simulated under setting of multiple Slepian tapers (), sample points and false-alarm probability (). Also, a comparison with energy detection method is presented. The simulation results confirm that the proposed model is reliable and robust under all settings of the simulation parameters.
https://pserj.journals.ekb.eg/article_32100_90ff05c5c0ecdfe1ddc2dbbb9e034590.pdf
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
64
70
10.21608/pserj.2018.32103
32103
Original Article
Influence of Magnetic Repulsion on Vibration Energy Harvesting
Nehal El-Bedwehy
nelbedwehy@eng.psu.edu.eg
1
Mogeeb El-Sheikh
mogeebalrahman.abdelraham@eng.psu.edu.eg
2
Abla El-Megharbel
aelmegharbel@eng.psu.edu.eg
3
Mustafa Arafa
mharafa@aucegypt.edu
4
Department of Production Engineering and Mechanical Design, Faculty of Engineering, Port Said University, Port Said, Egypt,
Department of Production Engineering and Mechanical Design, Faculty of Engineering, Port Said University, Port Said, Egypt
Prod. Eng., Faculty of Engineering, Port Said University
Department of Mechanical Engineering, Faculty of Engineering, American University in Cairo, Cairo, Egypt,
The progress in electronic devices, including the wireless sensors, leads to the great demand on powering these devices which utilize wireless sensor systems. Recent researches focused on nonlinear energy harvesters to overcome the limitations of linearity. Magnets are a common method that used to achieve nonlinearity to the system. In this paper the effect of nonlinear magnetic force on the response of the energy harvester proposed. A model of a cantilever beam with tip magnet opposing a fixed magnet is introduced. The mathematical model predicted the response of the cantilever beam with and without the magnet effect. By changing the gap distance between the magnets, the response of the harvester investigated. Experimental work carried out to validate the results of the mathematical approach. The mathematical model shows a good agreement with experimental model results for different gap values. The results prove that repelling magnetic force leads resonance frequency to a larger value. Tip displacement of cantilever beam changed according to gap distance (d). Without magnet, the cantilever moves freely without magnetic force constraint so maximum displacement reaches about 17 mm. In another hand, maximum tip displacement decreases by decreasing the gap distance as the magnetic force restricts free motion of the beam.
https://pserj.journals.ekb.eg/article_32103_3d121ad00c2c199c279829fb5917c432.pdf
nonlinear
Vibration energy harvester
Magnetic coupling
Piezoelectric
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
71
84
10.21608/pserj.2018.32105
32105
Original Article
The Effect of Wall Shear Stress and Viscous Heating on Nanoscale Flow
Mohamed Elsabahy
mohamed_elsabahy@eng.suez.edu.eg
1
Ahmed Abdelhameed
sh_ahmed99@yahoo.com
2
Yassen Yassen
y_yassen70@yahoo.com
3
Demonstrator of Mechanical power Eng., Faculty of Eng., Suez Canal University.
Prof. of Mechanical power Eng., Faculty of Eng., Port Said
Dr. of Mechanical power Eng., Faculty of Eng., Port Said University
The effect of wall shear stress and viscous heating on nano scale flow properties and boundary conditions is presented. Molecular dynamics (MD) simulations is implemented to handle nano scale force-driven Poiseuille flow bounded by two parallel planner plates with liquid Argon subjected to wide range of wall shear stress. The excessive generated viscous heating is removed via adaptive thermal interacting wall model leading to nearly constant mean fluid temperature. The predicted results showed the classification of controlled and uncontrolled temperature flow mode (CTFM, UTFM) related to the capability of adjusting mean fluid temperature up to wall shear stress limit (WSSL). The relevant change of temperature profile and depletion layer thickness that depend on the applied wall shear stress is noticeable. It is clear that the change of depletion layer thickness influences the effective channel height and the average density. It is noticed the implementation of density and temperature on the change of fluid pressure in both CTFM and UTFM. Owing to the significant increase in pressure and temperature beyond WSSL, a supercritical fluid state is noticeable. The slip length and the fluid inhomogeneity are reported to be strongly dependent on the applied wall shear stress.
https://pserj.journals.ekb.eg/article_32105_f8eb038eec7b6d72a7f60bfd1e0df3f4.pdf
Molecular dynamics simulations
Viscous heating
Force-driven liquid argon flow
Fluid inhomogeneity
slip flow
Stick flow
Slip length
eng
Port Said University, Faculty of Engineering
Port-Said Engineering Research Journal
1110-6603
2536-9377
2018-09-01
22
2
85
101
10.21608/pserj.2018.32106
32106
Original Article
CFD Simulation and Losses Analysis of a Beta-Type Stirling Engine
Nady Mikhael
nadymikhael@gmail.com
1
Mouhamed El-Ghandour
melghandourel@gmail.com
2
Shirehan El-Ghafour
s.a.ghafour@eng.psu.edu.eg
3
Emirate Professor, MPE Department, Faculty of Engineering, Port-Said University, Port-Said, Egypt,
Assistant Professor, MPE Department, Faculty of Engineering, Port-Said University, Port-Said, Egypt
Assistant lecturer, MPE Department, Faculty of Engineering, Port-Said University, Port-Said, Egypt
A three-dimensional Computational Fluid Dynamics (CFD) simulation for the beta-type Stirling engine is performed. Firstly, a thorough characterization of the thermal and fluid flow fields during the cycle is presented. Secondly, a comprehensive energy analysis for the engine is conducted to accurately identify the sources and magnitudes of thermodynamic losses. Computational results show a close agreement with the experimental results with an accuracy of about 96%. Within the compression and expansion spaces, the dominant heat transfer rates occur during the expansion strokes due to the significant impinging effect of the tumble vortices generated from the flow jetting. Furthermore, the jetting and ejecting processes into the regenerator is characterized by a significant temperature gradient and a large matrix temperature oscillation. The pressure difference between the expansion and compression spaces is the main driver for the flow leakage through the appendix gap. From the energy analysis, the regenerator thermal loss and the pumping power represent the largest part of the Stirling engine losses by about 9.2% and 7.5%, respectively.
https://pserj.journals.ekb.eg/article_32106_a521922192d090c0c7e11d18f2c980f3.pdf
Beta-type Stirling engine
GPU-3
CFD
Losses