مواقع التدريسيينجامعة الكوفة
أ.م.د. حيدر كامل عبدالكريم سلطان
أستاذ مساعد

أ.م.د. حيدر كامل عبدالكريم سلطان

التخطيط العمراني التخطيط البيئي
English Version
0بحث منشور
0محاضرة
0اهتمام بحثي

الملف الشخصي

حاصل على دكتوراه في الهندسة البيئية من كلية الهندسة في جامعة بغداد،عام 2024 .حاصل على ماجستير في هندسة البناء والإنشاءات فرع هندسة البيئة من الجامعة التكنولوجية في بغداد،عام 1999. حاصل على بكالوريوس في هندسة البناء والإنشاءات من الجامعة التكنولوجية عام 1996.تدريسي في كلية التخطيط العمراني التابعة لجامعة الكوفة من العام 2011 وحتى الآن.عضو هيئة التدريس في المعهد العالي لإعداد المدربين في مدينة مصراتة في ليبيا من العام 2002 وحتى منتصف العام 2011. عضو هيئة تدريس في المعهد العالي للمهن الشاملة في مصراتة /ليبيا من العام 2006 وحتى العام 2010 . تدريسي في مركز الدراسات العليا في مدينة مصراتة / ليبيا من العام 2006 حتى العام 2010 .تدريسي في كلية الهندسة التابعة لجامعة مصراتة / ليبيا من العام 2006 وحتى منتصف العام 2011.
مدير شعبة الجودة في كلية التخطيط العمراني منذ 2012/1/4 وحتى ا2020/10/11.
مدير مختبر الحاسوب بكلية التخطيط العمراني منذ 2018/1/15 حتى 2018/9/1.
عضو في نقابة المهندسين العرقية منذ العام 1996 ولحد الآن .
عضو في رابطة التدريسيين الليبية منذ العام 2002 وحتى منتصف العام 2011 م .
* مصمم ومنفذ شبكات مياه الشرب لعدد من المدن العربية .
* مصمم ومنفذ شبكات صرف مياه الأمطار لعدد من المدن العربية .
* مصمم ومنفذ شبكات صرف مياه الصرف الصحي لعدد من المدن العربية .
* مصمم شبكات التجهيز بالغاز في المناطق السكنية لعدد من المدن العربية .
* مصمم ومنفذ شبكة التجهيز بالمياه وشبكة الصرف الصحي وشبكة صرف مياه الأمطار لمباني متعددة الطوابق .

الاهتمامات البحثية

7
هندسة البيئةالهندسة الصحيةهندسة البناء والإنشاءاتالهندسة المدنيةهندسة الطرق والمطاراتالهندسة الإنشائيةهندسة التربة

البحوث المنشورة

13
December 22, 2014

Planning and designing of the gas supplying network for the residential districts

الباحثونHayder Kamil Abdulkreem
المجلةمجلة وقائع بحوث المؤتمر الثاني لكلية التخطيط العمراني 24-2014/12/25
مختصر البحث

Gas supplying network in the residential areas has been considered as main matters of the infrastructure in urban cities. In this research we are focusing on the developed and the easiest ways to supply the gas for the residential areas with the sufficient quantities that those residents in need and according to the governmental reasonable price, in order to prevent the profiteering and to makes the consumers make a perfect use of gas for cooking, heating and lighting instead of the traditional method of buying gas cylinders with all the disadvantages of that issue. In this research, we have planned and designed a gas network for residential areas in one of the Arab cities. The pressure losses due to flowing and friction of the gas with the internal surfaces around the pipes have been calculated. In addition of that, the quantity of the gas that every residential areas need. Also, the calculation of the pipe diameters and the velocity at the beginning and at the end of the pipe and compare it to the maximum velocity permitted, as well as the level of the pipe in the trench have been considered. This method in the planning and designing of the network fits for any residential areas by following the global standards. However, this method can be applied for the commercial and industrial areas with a few simple changes.

December 15, 2014

Planning and design of composite network (one network for wastewater and rainwater drainage)

الباحثونHayder Kamil Abdulkareem
المجلةمجلة وقائع بحوث المؤتمر العلمي الثاني لكلية التخطيط العمراني 24-2014/12/25
مختصر البحث

Nowadays, drainage networks, whether that was wastewater or storm water drainage networks are considered as one of the necessary infrastructure basics in modern cities. This research is focusing on planning and designing one drainage network “for a dual purpose” instead of the two networks that used one for wastewater and the other one for rainwater drainage, as they are called separated Drainage networks. Therefore, this network is working on wastewater and on the rainwater drainage on the same time. That reduces the cost by reducing amount of excavations and number of the pipes as well the wages for the workers who work on that project. This network would be perfect in Arab countries like Iraq because the amount of the rainfall is not that much and it happens only on the winter season for almost two or three months, not like the other western countries or Australia. This research is following the global standardization in finding the optimal way of the designing a network such as finding the pipe slope and velocity of the water inside the pipes. Also, to compare it with minimum and the maximum velocity permitted, as well as finding the discharges and levels of pipes’ places in trenches and that depending on essential principles of designing of the network. The research also includes the planning, designing and drawing a typical longitudinal sections for the Arab city and to be considered as a model that could be used for the planning and designing for any other cities according to the least possible cost. All in all, the most important characteristic of this research is to adopt the discharging of more than a pipe in one direction within the inspection room so as to minimize the amount of excavation and reduce the diameters of the large pipes. For example, instead of choosing a pipe with a large diameter we can use two or more pipes with less diameter and that consider as a special feature worthwhile when you do not desire to the use of large diameters or the unavailability of that kind of pipes.

2026

Ciprofloxacin adsorption on a pomegranate peel adsorbent treated with oleic acid: Isotherm, kinetic, thermodynamic, and statistical studies

الباحثونHayder K. Admawi
المجلةIraqi Journal of Chemical and Petroleum
التاريخ2026-06-30
مختصر البحث

The performance of pomegranate peel treated with oleic acid (PPOA) was studied using a batch mode for ciprofloxacin (CIP) adsorption from an aqueous solution. Although other studies have investigated chemical modification with various chemical agents, the novel use of oleic acid for modification yields unprecedented results in terms of CIP removal efficiency. Dependent parameters were optimized using the sample pH, contact interval, initial CIP concentration, and adsorbent dose. Using response surface methodology (RSM) with a central composite design (CCD), a dose of 0.3 g/100 mL produced excellent removal efficiency (above 81%) for CIP concentrations of 60 mg/L after 90 minutes of contact at pH 6. With an R2 (correlation coefficient) value of 0.985, analysis of variance (ANOVA) based on the CCD-RSM demonstrated a good fit between the experimental results and the predictions of the quadratic model. The Langmuir isotherm model was found to fit the CIP adsorption isotherms on the PPOA very well, with a theoretical maximum of 19.90 mg/g, indicating monolayer adsorption. Furthermore, a pseudo-second-order model could adequately describe the adsorption kinetics, implying that the adsorption rate is influenced by chemisorption. The main mechanisms underlying CIP biosorption are ion exchange and electrostatic attraction, whereas adsorption mechanics are controlled by external mass transfer and intra-particle diffusion. Thermodynamic analysis confirmed that adsorption was exothermic and spontaneous. After four consecutive repetitions, the adsorbent adsorption efficiency decreased from 81.88% to 50.91%, indicating its reusability. The results

2025

Adsorption of dye removal from aqueous solutions using natural bitter orange waste: An isotherm and kinetic processes study with efficiency evaluation under optimum conditions

الباحثونHayder K. Admawi
المجلة Progress in Engineering Science
التاريخ2025-10-08
مختصر البحث

In this study, the practical use of natural bitter orange peels (NBOP) from waste for adsorption-based quinoline yellow (QY) dye removal from an aqueous medium was investigated. Variations in pH (3–8), contact time (0–160 min), initial QY dye concentration (25–75 mg/L), and temperature (16–36°C) were used to test the adsorption process. The adsorption capacity (q_e) was found to be strongly dependent on pH, increasing with decreasing pH value. The equilibrium was reached in 80 min due to the rapid adsorption process. Three isotherm models (Langmuir, Freundlich, and Temkin) were used to test the equilibrium data and the intraparticle diffusion equation. According to the isothermal data, the Langmuir model provides a good description of the adsorption process. Under optimal conditions of pH 4, 24 °C, and initial concentration 55 mg/L, at a dosage of 2.0 g/L, with a shaking speed of 250 rpm after 80 min of contact time, the maximum NBOP adsorption for QY dye was 49.285 mg/g. The best-fitting model for the adsorption process was determined to be the pseudo-second-order model, which showed that the adsorption process is mainly chemical adsorption and that QY dye is adsorbed uniformly onto monolayer NBOP sites. Qy dye adsorption onto NBOP was shown to be exothermic and spontaneous by thermodynamic parameters. Furthermore, after five consecutive cycles, the NBOP can be recovered with only a 16.93% decrease in adsorption ability. A Box Behnken design (BBD) in conjunction with response surface methodology (RSM) was utilized to identify the optimum parameters, including shaking speed, contact time, and adsorbent dosage. The highest removal efficiency of over 87% was obtained under the most optimum circumstances (dosage of 0.2 g/100 ml, contact time of 80 min, and shaking speed of 250 rpm). With an R2 value of 99.4%, the BBD-RSM-based analysis of variance (ANOVA) showed a good fit between the experimental data and the quadratic model results' predictions. Thus, the study findings showed that NBOP is effective in removing QY dye.

2018/7/25

Evaluation of noise pollution indicators in Najaf city, Iraq

الباحثونHayder Kamil Abdulkareem
المجلة مجلة كلية الهندسة جامعة الكوفة
مختصر البحث

ABSTRACT This study sheds light on measuring and calculating the average of noises pollution indications in An Najaf. The city has recently got growth in commercial and industrial activities as well as a significant increase in the number of vehicles. In addition, the use of diesel generators is due to electricity shortage for long periods. Noise quality assessment was studied in An Najaf City for five areas, i.e., educational, industrial, commercial, residential and quiet. The study has been conducted for five months starting in November 2016. Noise pollution indicators viz. L10, L50, L90, noise climate (N.C), equivalent continuous noise level (Leq) and noise pollution level (Lnp) were calculated for the above mentioned five areas. The results of this study showed that the highest value of (Leq), which is 108.44 dB, was in the industrial areas followed by 89.55 dB in the commercial areas, 87.1 dB in the educational areas, 80.4 dB in the quiet areas, and 69.05 dB in the residential areas. It has been noted that the highest values of Leq in all areas were higher than the permissible limit in the Iraqi standards, where the noise assessment study in this research revealed the disturbing situation of noise pollution in the city of Najaf.

2017/11/19

Evaluation of Air Pollution Resulting from Automobiles Exhaust in Najaf City, Iraq

الباحثونHayder Kamil Abdulkareem
المجلةالمؤتمر العلمي الثالث لكلية التخطيط العمراني / جامعة الكوفة
مختصر البحث

Abstract Transportations, especially vehicles of various types, are considered to be the major reason and dangerous source of air pollution. They are the responsible factors for the large percentage of pollution that equal to half or sometimes more than. Since, the increasing in the number of vehicles in the city of Najaf, this study includes the calculation of the percentage of emitted gases from vehicle exhausts. The concentrations of polluting gases resulting from fuel combustion that was calculated for the two types (benzene and gasoline), those gases are namely Carbon Dioxide CO2, Carbon Monoxide CO, and Nitrogen N2. Then, consumption amount of Oxygen gas O2 was calculated. Whereby, the calculating of the total amount of fuel consumption was done by manually counting of the passing vehicles number and that was measured in two main intersections, Al-Sadrin Square and the Airport Square that had been checked starting from April 2017 for and for three months, once a week. The percentage of concentrations of gases emitted was high and its rate in the square of the Al-Sadrin, higher than at the Airport square. The concentrations of air polluting gases were from gasoline-powered cars, which reached a peak in the Al-Sadrain square between (8.00 -9.00) am. The production of carbon dioxide, carbon monoxide, water vapor and nitrogen gas was (1032.635, 429.5029, 1370.754, 7266.824) volume unit respectively, and the highest consumption of oxygen gas is (1932.763) volume unit, ie, the concentrations polluting gasses in the Al-Sadrain square higher than the airport square.

19-2012/12/20

تخطيط ورسم وتصميم شبكات صرف مياه الأمطار في المدن

الباحثونم.م.حيدر كامل عبد الكريم
المجلةمجلة وقائع بحوث المؤتمر العلمي الأول لكلية التخطيط العمراني 19-2012/12/20
مختصر البحث

تعتبر شبكات صرف مياه الأمطار من الركائز الأساسية للمدن في العصر الحديث وتعتبر من أهم مشاريع البنية التحتية في المدن العصرية. وتمثل شبكة صرف مياه الأمطار أكثر من 60 % من كلفة المشروع الإجمالية. لذلك يتناول هذا البحث كيفية تخطيط ورسم وتصميم شبكات صرف مياه الأمطار في المدن ويتضمن البحث تصميم واقعي لمدينة عربية وفيه يتم حساب السرع والتصاريف ومناطق الجلوس العليا والسفلى للأنابيب في الشبكة. وكذلك يتضمن حساب عمق الحفر للأنابيب وغرف التفتيش...الخ . ويحتوي هذا البحث علاقات بيانية هامة تربط بعض المتغيرات مع تقليل الكلفة . وبتعبير أخر يمكن اعتبار هذا البحث كأساس لتخطيط وتصميم ورسم أي شبكة لأي مدينة عراقية ضمن ما يعرف بخدمة المجتمع.

2024

Simultaneous extraction of cadmium, nickel, and cobalt ions from acidic aqueous solutions by emulsion liquid membrane using sunflower-kerosene mixture as a diluent; breakage and mass transfer studies

الباحثونHayder K. Admawi، Ahmed A. Mohammed
المجلةResults in Surfaces and Interfaces
التاريخ2024-03-22
مختصر البحث

In this study, a simultaneous removal of cadmium, cobalt, and nickel from an aqueous solution through the Green Emulsion Liquid Membrane (GELM) method was carried out. A 7:3 ratio of sunflower oil to kerosene was utilized as the membrane phase stabilized by Span 80 as the emulsifier. D2EHPA as a carrier and HCl as an inner phase were used. Extraction and stripping efficiencies of 97.45% and 98.42% for Cd2+, 96.82% and 97.84% for Co2+, 89.74% and 92.69% for Ni2+, respectively, with the lowest breakage (0.8%) were obtained under the best operating conditions. An extensive investigation of the influence of homogenizer speed, external and internal phase acidity, the HLB value of the surfactant (Tween 80 and Span 80), surfactant and carrier concentrations, volume ratio of the membrane to internal phase, mixer speed, ratio of external to membrane phase emulsification time and extraction time on the stability of membrane, extraction, and stripping efficiencies were carried out. Kinetic analysis of cadmium, cobalt, and nickel extraction was performed using zero, first, and second-order models at optimum conditions. The experimental data fit well with first-order for three metal ions. The coefficient of the total mass transfer (Ft) of cadmium through the GELM technique was 3.28% higher than that of cobalt and 28.61% higher than that of nickel, while the Ft of cobalt is 25.33% higher than that of nickel. Using the recovered membrane, the extraction of the three metal ions for the initial six cycles was extremely efficient under the best conditions.

2025

Nano green emulsion liquid membrane for the simultaneous extraction of heavy metals from real wastewater

الباحثونHayder K. Admawi، · Ahmed A. Mohammed
المجلةDiscover Chemistry
التاريخ2025-04-10
مختصر البحث

In the present study, the efciency of Nanoemulsion Liquid Membrane (NELM) in the recovery of cadmium, cobalt, and nickel ions from real wastewater was investigated and optimized by response surface methodology (RSM). An ecofriendly approach using sunfower oil-based diluent and silica nanoparticles is a signifcant advancement over traditional methods. The proposed NELM included a diluent composed of 70% sunfower oil and 30% kerosene, Bis-(2-Ethylhexyl) Phosphate (D2EHPA) used as a carrier, span80 used as surfactant, Silica Nanoparticles (SNPs) as co-surfactant and HCl as stripping agent. The SNPs were characterized using a scanning electron microscope (SEM), Transmission Electron Microscope (TEM), and X-ray Difraction (XRD). The comparison between the experimentally optimized and the RSM optimized values was accomplished by optimizing the following parameters SNPs concentration, carrier concentration, pH of the external phase, surfactant concentration, and emulsifcation speed. The results of RSM showed that the best conditions obtained from the extraction process were at SNPs and span80 concentration of 0.294%(w/v) and 3.62%(v/v), respectively, pH of the external phase of 5.49, emulsifcation speed of 11,075 rpm, and carrier concentration of 5.55%(v/v) at extraction time of 8 min. At these conditions, the maximum extraction of Cd+2, Co+2, and Ni+2 ions was 93.43%, 91.02%, and 79.43%, respectively. Based on the fndings of the regression analysis, it was possible to ft the experimental data to a quadratic model with R2 of 93.53%, 91.76%, and 92.5% for Cd+2, Co+2, and Ni+2 ions respectively. The mechanism of the Cd+2, Co+2, and Ni+2 ions extraction was presented. Also, the study of reusability of the prepared membrane was discussed and showed that a slight decrease in the activity of the membrane at the end of four cycles where extraction efciency decreased from 90.57%, 87.31%, and 77.62% in the frst cycle to 80.14%, 75.83%, and 68.72% at the fourth cycle for Cd+2, Co+2, and Ni+2 ions, respectively, confrming the good reusability of the membrane during the treatment of wastewater. Finally, the prepared NELM can efectively be used for the treatment of wastewater contaminated with heavy metals due to its high extraction efciency at a low required time

2023

A comprehensive review of emulsion liquid membrane for toxic contaminants removal: An overview on emulsion stability and extraction efficiency

الباحثونHayder K. Admawi، Ahmed A. Mohammed
المجلةJournal of Environmental Chemical Engineering
التاريخ2023-04-15
مختصر البحث

The extraction process using an emulsion liquid membrane (ELM) has attracted considerable interest because it is a promising and effective method for removing toxic pollutants, organic and inorganic acids, and industrial pollutants with low concentrations. This treatment method removes contaminants efficiently as the extraction and stripping processes take place in one operation, in addition to being an adequate and economical alternative to other traditional extraction methods. A comprehensive review of ELM in terms of its characteristics, components, stability, and extraction efficiency was conducted. Different effects on membrane stability have been extensively studied. In addition, the fundamentals of instability, such as swelling, breakage, and coalescence, have been carefully studied. This paper presents a new membrane composition (green membrane) by choosing environmentally friendly diluents and surfactants and demonstrating the feasibility of using these materials to make the standing ELM-based separation processes more economic and environmentally pollution-free. The most important nanomaterials that have been used as surfactants and that play a significant role in the enhancement of emulsion stability are also discussed.

2023

Extraction of cadmium from aqueous solutions by emulsion liquid membrane (ELM) using three different carriers dissolved in a 70:30 ratio of sunflower oil to kerosene

الباحثونHayder K. Admawi، Ahmed A. Mohammed
المجلةJournal of the Indian Chemical Society
التاريخ2023-08-19
مختصر البحث

This study explores the use of novel green emulation liquid membranes (GELMs) for the simultaneous extraction and stripping of Cd (II) from aqueous solutions. A solute is transported through the membrane due to the presence of the carrier and then concentrated in the internal phase. Soybean, sunflower, corn, and canola oils were used to form green substitutes to petroleum-based organic diluents for use as GELMs. Bis-(2-ethylhexyl) phosphate (D2EHPA), tri-butyl- phosphate (TBP), and trioctylamine (TOA) were the extractants, span 80 was the emulsifier, and HCl or H2SO4 was used as the stripping agent. The best conditions for maximum extraction efficiency (98.68%), stripping efficiency (97.14%), and lowest membrane breakage (0.9%) were achieved using a mixture of sunflower oil and kerosene in the ratio of 70:30. The other optimum values of the variables were: 2% (v/v) Span 80, 10 min emulsification time, 12700 rpm emulsification speed, 400 rpm of agitation speed, 5% (v/v) D2EHPA, an external phase pH was 3.5, an internal phase of 0.25 M HCl, and 5:1 of the treat ratio (external phase to emulsion) at 10 min contact time. The synthesized membrane was reused eight times, with approximately the same efficiency and no significant breakage during the first seven cycles.

2020

EVALUATION OF LIGHT POLLUTION IN THE STREETS AND THE ROADS OF AL-NAJAF CITY, IRAQ

الباحثونHayder K. Admawi
المجلةKufa Journal of Engineering
التاريخ2020-07-03
مختصر البحث

The use of night-time lighting is an irreplaceable technique in modern urban societies. On the other hand, its excessive use is accompanied by undesirable effects on humans and nature, as well as on all living beings. This has been declared in the last two decades. Nowadays, light pollution is getting increasing attention all over the world, particularly in developed countries, as most of the global researches have proven that there is a direct link between serious health problems and the increase in the levels of light intensity that people are exposed to. However, to minimize the use of exceeding lighting, some countries such as South Korea and many international organizations concerned with light pollution such as CIE (Commission Internationale de l’Eclairage) have developed specifications and determinants to minimize light pollution. Furthermore, these countries have enacted laws and legislations that regulate and limit artificial lighting use. Whereas in other countries, such as Iraq, the issue of light pollution has not given enough attention from researchers or officials and there have been no specifications that limit this widespread phenomenon. In this study, a field survey was performed that included many famous commercial and main streets as well as some external roads that link Al-Najaf city with other cities in Iraq. Moreover, this investigation included measuring the intensity of lighting in many significant squares in Al-Najaf city. This study concluded out there is clear and tangible light pollution and exceeds determinants many times in most streets and roads. In Al-Sadiq Street, for example (the main street in the old city), light pollution was 16.78 times greater than the allowable limit. This is the highest value that exceeds the standard limits for a survey of the selected streets in Al-Najaf city. As for the city squares, they were all higher than the permitted limit, whether during pre-curfew or postcurfew times. In this respect, the light pollution in “Thworat al-Ishreen Square” exceeded by 48.96 times and 233.8 times the official standard of (CIE) recommendations during the period of pre-curfew and post-curfew respectively. This indicates a lack of environmental awareness in reducing unnecessary lighting as well as the absence of legislation and laws that limit the use of lighting, mainly after midnight, and that is entirely different from the way the developed countries have handled the adverse effects of light pollution.

2021

Assessment of Electromagnetic Pollution in Some Hospitals and Schools in Al-Najaf City

الباحثونHayder K. Admawi
المجلةEnvironmental Engineering and Chemical, Petroleum
التاريخ2021-03-01
مختصر البحث

The tremendous benefits of using cellular phones, which began to increase and unprecedented spread worldwide last decade, were accompanied by harmful effects on the environment due to the increase in electromagnetic radiation (EMR) which be emitted from mobile phone towers. This effect on humans, animals, and plants, which is considered a form of environmental pollution, was sensed by developed countries and Environmental protection organizations. These countries have established restrictions and enacted laws to reduce their negative impact on living beings. The field survey included six major hospitals and 38 schools were distributed over the central neighborhoods in Al-Najaf city. The results showed that power density (PD) measurements for 4 out of 6 hospitals and 27 out of 38 schools were higher than the biological limit (BL) adopted in this article. This limit is considered as an indicator of the onset of a harmful effect on brain and body tissues. The highest value for PD in hospitals was 5.62 mW/m2 recorded in Al-Sadr Teaching Hospital. PD measurements ranged from1.33 from 3.92 mW/m2 in the selected schools where its readings exceeded the BL. When comparing the PD measurements at the selected sites with limits set by the "International Commission on Non-Ionizing Radiation Protection (ICNIRP)" they were less than the recommended limit in those specifications. All values of specific absorption rates (SAR) in W/Kg were below the ICNIRP Guidelines' limit. However, they were above the biological limit for four hospitals and several of the selected schools.

المحاضرات

44

المحاضرة الأولى لمادة تخطيط البنى الإرتكازية على اليوتيوب

تخطيط البنى الارتكازية

المحاضرة الأولى لمادة تخطيط البنى الإرتكازية على اليوتيوب

المحاضرة الأولى لمادة تخطيط البنى الإرتكازية على اليوتيوب

تخطيط البنى الارتكازية

المحاضرة الثانية لمادة تخطيط البنى الإرتكازية على اليوتيوب

تخطيط البنى الارتكازية

المحاضرة الثانية لمادة تخطيط البنى الإرتكازية على اليوتيوب

تخطيط البنى الارتكازية

المحاضرة الثانية لمادة تخطيط البنى الإرتكازية على اليوتيوب

المحاضرة الفيديوية الثالثة لمادة تخطيط البنى الإرتكازية على اليوتيوب

تخطيط البنى الارتكازية

المحاضرة الفيديوية الثالثة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الثالثة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية الرابعة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الرابعة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الرابعة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية الخامسة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الخامسة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الخامسة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية السادسة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية السادسة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية السادسة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية السابعة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية السابعة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية السابعة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية الثامنة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الثامنة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الثامنة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية التاسعة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية التاسعة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية التاسعة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية العاشرة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية العاشرة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية العاشرة لمادة تخطيط البنى الإرتكازية

المحاضرة الفيديوية الحادية عشرة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الحادية عشرة لمادة تخطيط البنى الإرتكازية

تخطيط البنى الارتكازية

المحاضرة الفيديوية الحادية عشرة لمادة تخطيط البنى الإرتكازية

المحاضرة الاولى لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة الثانية لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة الثالثة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة الرابعة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة الخامسة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة السادسة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة السابعة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة الثامنة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة التاسعة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة العاشرة لمادة تخطيط البنى التحتية

تخطيط البنى التحتية

المحاضرة الحادية عشرة لمادة تخطيط البنى الإرتكازية

تخطيط البنى التحتية

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