Haitham Alaa Hussein
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Haitham Alaa Hussein has a total of 11 co-authors. Here are the top co-authors by number of shared publications:
- Mohammed Abdulkhaleq Ibrahim
Civil Engineering Department, Alnahrain University, Baghdad, Iraq
2 shared publications Ahmad I. Mahmoud
Department of Civil Engineering, Al-Nahrain University, Baghdad, Iraq
1 shared publicationAzlin Md Said
School of civil engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, P. Penang, Malaysia
1 shared publication- Azlin Md Saida
School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal 14300, Penang, Malaysia
1 shared publication Fatima Ali Sadiq
Dept. of Civil Engineering, Al-Nahrain University, Baghdad, Iraq
1 shared publicationHassan Hameed Gatiea
Ministry of Water Resources-National centre of water resources management, Baghdad, Iraq
1 shared publication
Latest Publications
- Open Access
- 20 March 2025
- Published by Al-Nahrain Journal for Engineering Sciences in Al-Nahrain Journal for Engineering Sciences
- Vol. 28 (1) , 121-128
Experimental and Numerical Investigations of the Hydraulic Characteristics of the Makhool Dam in Iraq: A Review
The hydraulic characteristics of dams can be predicted with high precision and reliability of physical and numerical models depending on accurate hydraulic data. The model is operated and simulated to get a more efficient, optimized utilization of the dam. This research included a comprehensive overview and literature examination of the Makhool Dam which is considered one of the most important dams under construction in Iraq. Previous studies of the dam focused on different topics in the operation of the dam and analyses of its properties, part of which focused on the dam ability to manage flood and how it works best with other dams in critical times, and another part studied the properties of the stilling basin, velocity in the dam reservoir, pressure, seepage and other characteristics that affect the operating the dam. Despite this research and the variety of topics discussed, there is no well-established research on the operation of the bottom and emergency spillway of the dam by using computational fluid dynamics (CFD) simulation software. CFD is considered an essential tech because it has an important influence in determining the hydraulic properties of a spillway and studying its effectiveness under different operating conditions. Because the spillway is an important element in the dam body, the research highlighted the necessity of performing a simulation using appropriate CFD software for this part. This research has also reviewed previous research on CFD software and their ability to simulate previously constructed or under-construction dams to analysis of its hydraulic properties.
- 20 March 2025
- Published by Al-Nahrain Journal for Engineering Sciences in Al-Nahrain Journal for Engineering Sciences
- Vol. 28 (1) , 121-128
Open AccessExperimental and Numerical Investigations of the Hydraulic Characteristics of the Makhool Dam in Iraq: A Review
The hydraulic characteristics of dams can be predicted with high precision and reliability of physical and numerical models depending on accurate hydraulic data. The model is operated and simulated to get a more efficient, optimized utilization of the dam. This research included a comprehensive overview and literature examination of the Makhool Dam which is considered one of the most important dams under construction in Iraq. Previous studies of the dam focused on different topics in the operation of the dam and analyses of its properties, part of which focused on the dam ability to manage flood and how it works best with other dams in critical times, and another part studied the properties of the stilling basin, velocity in the dam reservoir, pressure, seepage and other characteristics that affect the operating the dam. Despite this research and the variety of topics discussed, there is no well-established research on the operation of the bottom and emergency spillway of the dam by using computational fluid dynamics (CFD) simulation software. CFD is considered an essential tech because it has an important influence in determining the hydraulic properties of a spillway and studying its effectiveness under different operating conditions. Because the spillway is an important element in the dam body, the research highlighted the necessity of performing a simulation using appropriate CFD software for this part. This research has also reviewed previous research on CFD software and their ability to simulate previously constructed or under-construction dams to analysis of its hydraulic properties.
- Open Access
- 1 January 2024
- Published by AIP Publishing in AIP Conference Proceedings
- Vol. 2864 (1)
Numerical model of slope stability under seismic behavior of Horan Dam H4
Horan Dam H4 is considered as earth dam that is placed northeast of the Rutba in Al-Anbar city to the middle-west of Iraq. The main task of constructing the dam is for the sake of saving rainfall for agricultural purposes and water harvesting. Through this study, a numerical model is established to study slope stability at steady state throughout the dam body under dynamic condition. In addition, the model was developed using a two-dimensional element approach by means of GeoStudio software, and input the time record for earthquake to maximum seismic acceleration for the study area in Iraq. Developing the model to determine the results of stability the earth dam in dynamic state, such as pore water pressure, effective stress, acceleration, displacement and factor of safety. It was found that the impact of the input ground acceleration runs down at time about (60 sec.). The upstream (U-S) and the downstream (D-S) stability of slopes of Horan dam was assessed through using the four methods: Morgenstern-Price, Bishop, Janbu, and Ordinary method. Furthermore, pore-water pressure, displacement and factor of safety increases at the same time effective stress decreases whereas the acceleration increases from (0.05g) to (0.163g). This study clarifies that Horan dam (H4) is totally safe considerably against slope stability collapse in dynamic state.
- 1 January 2024
- Published by AIP Publishing in AIP Conference Proceedings
- Vol. 2864 (1)
Open AccessNumerical model of slope stability under seismic behavior of Horan Dam H4
Horan Dam H4 is considered as earth dam that is placed northeast of the Rutba in Al-Anbar city to the middle-west of Iraq. The main task of constructing the dam is for the sake of saving rainfall for agricultural purposes and water harvesting. Through this study, a numerical model is established to study slope stability at steady state throughout the dam body under dynamic condition. In addition, the model was developed using a two-dimensional element approach by means of GeoStudio software, and input the time record for earthquake to maximum seismic acceleration for the study area in Iraq. Developing the model to determine the results of stability the earth dam in dynamic state, such as pore water pressure, effective stress, acceleration, displacement and factor of safety. It was found that the impact of the input ground acceleration runs down at time about (60 sec.). The upstream (U-S) and the downstream (D-S) stability of slopes of Horan dam was assessed through using the four methods: Morgenstern-Price, Bishop, Janbu, and Ordinary method. Furthermore, pore-water pressure, displacement and factor of safety increases at the same time effective stress decreases whereas the acceleration increases from (0.05g) to (0.163g). This study clarifies that Horan dam (H4) is totally safe considerably against slope stability collapse in dynamic state.
- Open Access
- 1 November 2020
- Published by IOP Publishing in IOP Conference Series: Materials Science and Engineering
- Vol. 978 (1) , 012011
Possible Scenarios of Iraqi Marshland Restoration for Future Water Resources Management
Agriculture is the only source of the Tigris and Euphrates Rivers in Iraq. Annually more than 70% of the available water is used for irrigation. The total amount of land that can be cultivated in Iraq is 12 million hec. Only 2.2 million hec in Tigris basin and 1.37 million hec in the Euphrates basin were cultivated in 2001. According to the development of the projects in Turkey and development irrigation in Syria for the Euphrates basin, Iraq will face reduction in the amount of water entering Iraq with 50% for Tigris basin and 80% for Euphrates basin and with deficit of 21-22 billion cubic meters for the coming year 2030. The existing area of marshland restoration equal to 58%. The study suggests in case to increase the area of restoration Marshland to 75%, it should be need water amount to 2.5 BCM or 70 m3/s continuously with existing discharge.
- 1 November 2020
- Published by IOP Publishing in IOP Conference Series: Materials Science and Engineering
- Vol. 978 (1) , 012011
Open AccessPossible Scenarios of Iraqi Marshland Restoration for Future Water Resources Management
Agriculture is the only source of the Tigris and Euphrates Rivers in Iraq. Annually more than 70% of the available water is used for irrigation. The total amount of land that can be cultivated in Iraq is 12 million hec. Only 2.2 million hec in Tigris basin and 1.37 million hec in the Euphrates basin were cultivated in 2001. According to the development of the projects in Turkey and development irrigation in Syria for the Euphrates basin, Iraq will face reduction in the amount of water entering Iraq with 50% for Tigris basin and 80% for Euphrates basin and with deficit of 21-22 billion cubic meters for the coming year 2030. The existing area of marshland restoration equal to 58%. The study suggests in case to increase the area of restoration Marshland to 75%, it should be need water amount to 2.5 BCM or 70 m3/s continuously with existing discharge.
- Open Access
- 1 April 2016
- Published by EDP Sciences in MATEC Web of Conferences
- Vol. 47, 05002
Experimental and Computational Investigations of Baffle Location Effect on the Performance of Oil and Water Separator Tanks
- 1 April 2016
- Published by EDP Sciences in MATEC Web of Conferences
- Vol. 47, 05002
Open AccessExperimental and Computational Investigations of Baffle Location Effect on the Performance of Oil and Water Separator Tanks
- Open Access
- 28 January 2016
- Published by Elsevier in Desalination and Water Treatment
- Vol. 57 (51) , 24333-24340
Experimental investigation of the effect of inlet baffle position on the flow pattern, oil concentration, and efficiency of rectangular separator tank
Oil and water separation due to gravitation is extensively applied in water and wastewater treatment to get rid of the oil droplets. Optimum inlet baffle configuration may facilitate the formation of favorable flow fields and heighten the separator tank’s removal efficiency. Experimental tests were carried out to ascertain appropriate position for an inlet baffle in a rectangular separator tank. There are four parts in the experimental measurements. First of all, measured velocity fields make use of an acoustic Doppler velocimeter. Second of all, the uniformity of flow is measured by drawing a comparison of the standard deviation of the velocity profile. The oil concentration at both inlet and outlet points was later on assessed. Finally, the separation tank’s removal efficiency was evaluated. The results provide an indication that a uniform flow pattern improved when the inlet baffle position gave a minimum standard deviation value. In this case, the minimum concentration of oil at the outlet and the highest removal efficiency have been obtained.
- 28 January 2016
- Published by Elsevier in Desalination and Water Treatment
- Vol. 57 (51) , 24333-24340
Open AccessExperimental investigation of the effect of inlet baffle position on the flow pattern, oil concentration, and efficiency of rectangular separator tank
Oil and water separation due to gravitation is extensively applied in water and wastewater treatment to get rid of the oil droplets. Optimum inlet baffle configuration may facilitate the formation of favorable flow fields and heighten the separator tank’s removal efficiency. Experimental tests were carried out to ascertain appropriate position for an inlet baffle in a rectangular separator tank. There are four parts in the experimental measurements. First of all, measured velocity fields make use of an acoustic Doppler velocimeter. Second of all, the uniformity of flow is measured by drawing a comparison of the standard deviation of the velocity profile. The oil concentration at both inlet and outlet points was later on assessed. Finally, the separation tank’s removal efficiency was evaluated. The results provide an indication that a uniform flow pattern improved when the inlet baffle position gave a minimum standard deviation value. In this case, the minimum concentration of oil at the outlet and the highest removal efficiency have been obtained.