Endre søk
Begrens søket
123 1 - 50 of 119
RefereraExporteraLink til resultatlisten
Permanent link
Referera
Referensformat
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Annet format
Fler format
Språk
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Annet språk
Fler språk
Utmatningsformat
  • html
  • text
  • asciidoc
  • rtf
Treff pr side
  • 5
  • 10
  • 20
  • 50
  • 100
  • 250
Sortering
  • Standard (Relevans)
  • Forfatter A-Ø
  • Forfatter Ø-A
  • Tittel A-Ø
  • Tittel Ø-A
  • Type publikasjon A-Ø
  • Type publikasjon Ø-A
  • Eldste først
  • Nyeste først
  • Skapad (Eldste først)
  • Skapad (Nyeste først)
  • Senast uppdaterad (Eldste først)
  • Senast uppdaterad (Nyeste først)
  • Disputationsdatum (tidligste først)
  • Disputationsdatum (siste først)
  • Standard (Relevans)
  • Forfatter A-Ø
  • Forfatter Ø-A
  • Tittel A-Ø
  • Tittel Ø-A
  • Type publikasjon A-Ø
  • Type publikasjon Ø-A
  • Eldste først
  • Nyeste først
  • Skapad (Eldste først)
  • Skapad (Nyeste først)
  • Senast uppdaterad (Eldste først)
  • Senast uppdaterad (Nyeste først)
  • Disputationsdatum (tidligste først)
  • Disputationsdatum (siste først)
Merk
Maxantalet träffar du kan exportera från sökgränssnittet är 250. Vid större uttag använd dig av utsökningar.
  • 1.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects in Iraq: Barrages2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 153-167Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Barrages are the early water resources structures that were built in the modern history in Iraq. The main function of the barrages to rise the water levels to feed the main canals of irrigation projects. Further, some barrages are functioning as a diversion structures during floods. The first built barrage and still in operation is Kut Barrage which opened in 1939, while the last one is Amarah Barrage that were opened in 2004. Some of the barrages are in good conditions, some are suffering from technical issues, and others especially at the lower reaches of Tigris and Euphrates Rivers getting insufficient maintenance. Generally, the upstream approaches need dredging of the sediments and small islands, and there is a need also for bathymetric survey of the rivers sections near barrages.  

  • 2.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects in Iraq: Irrigation Projects on Euphrates2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 169-199Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Euphrates River is distinguished with long existing irrigation projects, which had been developed in the 20th century after centuries of deterioration. One of the major projects a long Euphrates inside Iraq is Great Abu Ghraib Project, which is the largest reclaimed area. Also, Great Musayab Project, Kifl-Shinafiyah Project and Shinafiyah-Nasiriya Project are other major projects. The most important for which Hindiyah Barrage had been built is Hilla Branch that supply many projects on both sides of this branch. Euphrates irrigation projects need a lot of investments to develop the status of the projects and confront the continuous decrease in water quality of the river. 

  • 3.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects in Iraq: Irrigation Projects on Tigris2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 201-230Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Along Tigris River reach inside Iraq, many large and small projects of irrigation were built. These projects depend on gravity flow or pumping. Starting from Jazeera project then small projects downstream Fatah, where these feed by pumping. After Samarra scheme, the important Ishaqi project, then after Baghdad, the projects of Nahrawan, Middle-Tigris and Dalmaj. The most important branch from Tigris is Gharraf Canal, which is not exploited yet, although plans were prepared decades ago. Downstream Kut Barrage, several projects are especially on the right side of Tigris. Finally, Shatt Al-Arab project which has a unique importance as it provide the solution for municipal need and save the orchards of dates in Basra.  

  • 4.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects in Iraq: Irrigation Projects on Tigris River Tributaries2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 231-247Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    There are five tributaries feeding Tigris River inside Iraq, on these many large and small projects were developed. Two kinds of projects can be distinguished, first the projects of complementary irrigation or semi-rain feed area for agriculture, and example of these projects is Kirkuk, Hawija, Eski-Kalak and small projects in mountainous area. The second group is the projects that depend mainly on irrigation, examples of that are the projects in lower Diyaa. Unfortunately, there was no exploitation of lands enough comparing with the available resources in Great Zab territories.

  • 5.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects in Iraq: Main Drains2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 275-281Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Iraq has a unique system of drainage. Soil texture, groundwater depth, water quality and other factors lead to the adaption of getting rid the drainage water away to the sea in order to control water quality. The system of drainage is not completed yet, however, the backbone of the system, which is Main Outfall Drain (MOD) was completed in 1992. Other main drains were completed and connected and others are still in progress of implementation where the most important drain after MOD is Eastern Euphrates Drain.

  • 6.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects in Iraq: Medium and Small Storage Dams2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 283-289Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Many medium and small dams were built in Iraq. These dams are distributed in three major areas. First is the northern area where many dams built in the period after 2003, even there are some that built in 1980s. Second, is the dams built in the eastern valleys, but these prove to be inefficient due to high rate of sedimentation even in the live storage. Third, is the dams in the western desert. These dams were  highly exploited in 1970s and 1980s to harvest as much as possible in this large and promising area and providing the livelihood conditions to settle people. The area has no more projects due to security issues.

  • 7.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects in Iraq: Reservoirs in The Natural Depressions2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 137-152Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Iraq had suffered for centuries from devastating floods, causing heavy life and property losses and for occasions it demolished the civilizations. Since 1950s, Iraq started to develop several natural depressions to function as escape to mitigate flood waves. The projects of this kind which had developed are: Habbaniyah project, Tharthar project, Schweicha depression and Southern Marshes. The exploitation of these projects comprises building barrages, regulators, and dykes. For Tharthar and Habbaniyah, the diverted water re-used during drought season. Although, these depressions which serve as reservoirs provide invaluable role in flood protection, the construction of the existing and future dams will reduce the feasibility of these projects.

  • 8.
    Abdullah, Mukhalad
    et al.
    Private Engineer, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources Projects: Large Storage Dams2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 109-135Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Several dams were built on Tigris, Euphrates, and Tigris tributaries in Iraq. The construction of dams had been done in the second half of 20th century. Of the most critical issues confronting the large storage dams in Iraq are the liquefactions in Mosul Dam foundations, land sliding and earthquake effects in Darbandikhan Dam, and the essential maintenance and rehabilitation requirements almost for all the dams. Absolutely, large storage dams made Iraq surviving from thirst in several occasions. Unfortunately, after 2003, the attention or will are not exist pertaining the building of new or partially built large dams.      

  • 9.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mosul Dam Full Story: Safety Evaluations of Mosul Dam2016Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 6, nr 3, s. 185-212Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Mosul Dam is the second biggest dam in the Middle East due to the capacity of its reservoir. Since the operation of this dam in 1986, it is suffering from seepage problems in the foundation of the dam due to the dissolution of gypsum and anhydrite layers under the foundation. This phenomenon has raised concern about the safety of the dam. Studies done during the recent years showed that grouting works can only be considered as a temporary solution at its best. It is clear now that while grouting must be continued search for long term solution must be sought if dam failure consequences are to be avoided. This must be done as soon as possible as the dam is showing more and more signs of weakness. It is further considered that the suggestions and recommendations forwarded by the team of Lulea University of Technology and the Panel of Experts in the Stockholm Workshop 24-25 May, 2016 give the most practical and suitable solutions for this problem.

  • 10.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mosul Dam Full Story: What If The Dam Fails?2016Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 6, nr 3, s. 245-269Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Dams are very important infrastructure to any country where they serve for different purposes. Unfortunately, they represent risks to life and property due to their potential to fail and cause catastrophic flooding. Recent studies indicate the possibility of Mosul Dam failure. For this reason different failure models were used to estimate the consequences of such failure. Almost all models applied gave similar results. It is assumed that in case the water level in Mosul Dam reservoir is at its maximum operational level the effected population will reach 6,248,000 (about one million will lose their life) and the inundated area will be 7202 square kilometer. This catastrophe requires prudent emergency evacuation planning to minimize loses.

  • 11.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mosul Dam the Full Story: Engineering Problems2016Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 6, nr 3, s. 213-244Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The idea of building of Mosul Dam project started in 1950 and it was referred to as Aski Mosul Dam. Since that time, number of companies worked on the site selection and design of the dam. All the above companies suggested that the dam should be Earth-fill type with compressed clay core but there were different views about the exact location of the dam, spillway and electricity generating station. Grouting was suggested to be performed under the dam, spillway and the electricity generating station. In addition, they suggested that detailed geological investigation should be performed before any construction activities. In 1978, the Swiss Consultants Consortium was asked to be the consultants for Mosul Dam project. The consultants suggested that the operational water level at the dam to be 330 m (a.s.l.) while the flood and normal water levels to be 338 and 335 m (a.s.l.), respectively. The work started on 25th January, 1981 and finished 24th July, 1986. The foundation of the dam is built on alternating beds of limestone and gysum. Seepages due to the dissolution of gypsum were noticed and after impounding in 1986, new seepage locations were recognized. Grouting operations continued and various studies were conducted to find suitable grout or technique to overcome this problem. The seepage due to the dissolution of gypsum and anhydrite beds raised a big concern about the safety of the dam and its possible failure. It is believed that grouting will not solve this problem permanently

  • 12.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Issa, Issa
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Consultant Geologist, Erbil.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mystery of Mosul Dam the Most Dangerous Dam in the World: Experts Proposals and Ideas on Mosul Dam2015Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 5, nr 3, s. 79-93Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    During and after the construction of Mosul Dam, in Iraq, all the studies expressed a clear concern on the fact that the region of the dam suffers from extensive presence of soluble rock formations that might undermine the safety of the dam with its large reservoir. Most of the studies dealt with foundation treatment and safety hazards due to the dissolution of gypsum and anhydrite. To overcome the problem, grouting operations were performed. The seepage of water continued and this highlighted the possibility of the dam failure. Different grouting techniques and methods were suggested but the results were the same. Finally, it was decided to limit the maximum operation water level to EL. 319 m (a.s.l.) instead of EL.330 m (a.s.l.). This recommendation has remained in force up to now with the loss of sizable storage of irrigation water and power potential

  • 13.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Issa, Issa
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Consultant Geologist, Erbil.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mystery of Mosul Dam the most Dangerous Dam in the World: Foundation Treatment during Construction2015Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 5, nr 3, s. 59-69Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Mosul dam was constructed on the beds of Fatha Formation (Middle Miocene). The beds of the formation are about 250 m thick composed of Marls, chalky limestone; gypsum, anhydrite, and limestone form a layered sequence. They are highly karstified. As a consequence, plenty of grouting operations were carried out to fill all the cavities, fractures, joints and to stop the seepage under the foundation of the dam. The main grouting operations were Blanket grouting and deep grout curtain. It was necessary to perform an extensive maintenance program to control the seepage process within the grouted zone to stop dissolution of gypsum and protect the safety of the dam.

  • 14.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Issa, Issa
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Consultant Geologist, Erbil.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mystery of Mosul Dam the Most Dangerous Dam in the World: Maintenance Grouting2015Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 5, nr 3, s. 71-77Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Dissolution of gypsum and anhydrite at the foundation of Mosul Dam continued after its construction since 1986 onwards. After impounding, acceptable residual permeability could not be reached and new areas of high grout takes appeared in some other locations. New grout mixes were tested and even methods of delivering and injecting large grout quantities were developed. Sandy mixes were developed by adding certain weight of sand to the cement mix. In addition, pouring gravel after completion of grouting in large takes' zones was performed. As a result of gravel addition, it was concluded that it was not effective and very difficult to pour. Massive grouting was used where bentonite was added to the mix. Piezometric observation was used for checking the conditions of the grout curtain and the detection of problematic areas where additional treatment was required. Massive grouting, however, did not stop the dissolution processes altogether and it seems that it is not likely to do so in the future. The continuation of this program year after year does not preclude some bad implications. More research work is required to improve massive grout durability by adding chemicals which may interact with gypsum beds and hinder dissolution. This can help to improve gypsum resistance and increase its stability. Mathematical models might also be used to understand the mechanism of cavities formation and collapsing.

  • 15.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Issa, Issa
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Consultant Geologist, Erbil.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mystery of Mosul Dam the most Dangerous Dam in the World: Problems Encountered During and after Impounding the Reservoir2015Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 5, nr 3, s. 47-58Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Mosul dam was built on the River Tigris northern part of Iraq during the period 25th January, 1981 and finished on 24th July, 1986. The foundation of the dam lies on the Fatha Formation. This formation is composed of alternating beds of marls, limestone, gypsum and clay. The beds of this formation are highly karstified. After impounding, several sinkholes developed within the vicinity of the dam site. The surface expression of the sinkholes suggests that they are caused by underground collapse.The appearance of the downstream sinkholes is most likely related to fluctuations in the tail water level of the main dam during operation of the dam and the downstream regulating reservoir. In addition, water seepage also was noticed in various areas indicating the dissolution of gypsum and anhydrite from the foundation. During the period February-August, 1986 the dissolution intensity ranged from 42 to 80 t /day.

  • 16.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan K.
    University of Kurdistan, Howler, KRG, Iraq and Private Consultant Geologist, Erbil, Iraq .
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Climate Change: Consequences on Iraq’s Environment2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 43-58Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Iraq as a country is now suffering from Climate Change Impacts in similar or even worse ways than many other countries of the world. The manifestations of these climate changes are being felt in global warming, changes to weather driving elements and sea level rise. Increasing temperatures, declining precipitation rates and changed distribution patterns together with increasing evaporation are causing water stress in Iraq. However, they trigger other changes in a sort of chain reaction; such as droughts, desertification and sand storms. Iraq is not even safe from the consequences of sea level rise where the southern part of the Tigris- Euphrates delta is threatened by inundation and Iraq’s ports and sea coast line are endangered by such projected rise. So far the agricultural sector in Iraq has been hit very badly by the reduced water availability for arable lands; whether rain fed lands as in the northern part, or irrigated lands using the declining discharges of the Tigris and Euphrates Rivers as in the southern and middle parts. These discharges have already been additionally strained by the unfair sharing practiced by Turkey from which most of the two rivers’ water resources originate. The present negative climate change trends seem to be continuing in the future as it is obvious from all projections and studies being performed so far. Loss of cultivable land to desertification, recurrent droughts and sand storms and declining agriculture are the pattern of change in Iraq’s already fragile environment; and this will result inevitably in much more distress for the population in the future and will lead to social unrest. These will add to the great pressures facing all future governments unless the government takes protective planning and solutions.

  • 17.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    University of Kurdistan, Howler, KRG.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Climate Change: The Uncertain Future of Tigris River Tributaries’ Basins2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 75-93Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Global warming is hitting all parts of the world for the last fifty years due to Global Climate Change and it is expected to continue in the future in an increasing trend unless the present mode of CO2 emission is limited or reversed. This is manifested in the rising temperature over land and the changes induced in the general weather circulation patterns over land and oceans. The Tigris River catchment as most of other parts in the world is suffering from increased temperatures and reduced precipitation contributing to reduced water resources elements all over it and reduction of the river stream flow itself. Studies using the soil and water assessment tool SWAT were performed on the five Tigris River tributaries basins in Iraq in order to assess these impacts. This paper summarizes the results of those studies, the characteristics of each of the five basins, and illustrates the application of SWAT as a tool for future predictions. Moreover, it explains in more details the work done on one of the basins as an example, summarizes the results of the five studies and then analyzes these results and discusses the expected future outcomes. The final conclusion which can be drawn is that severe shortage in all water resources elements will occur over the five basins and the Tigris River stream flow will suffer a considerable decline. This situation demands that policy makers in Iraq should take steps immediately to improve water and soil management practices to try and reduce as much as possible the expected damage that will hit all water using sectors.

  • 18.
    Adamo, Nasrat
    et al.
    LTU team.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    University of Kurdistan, Howler, KRG.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    The Future of the Tigris and Euphrates Water Resources in view of Climate Change2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 59-74Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Climate Change which results from global warming is affecting the Tigris and Euphrates River basins in similar ways to all other parts of the Middle East and the East Mediterranean region. This contains also what is historically known as the “Fertile Crescent”, which is threatened in the same way as the other parts and may disappear altogether. The climate change is manifested in increased temperatures, reduced precipitation in addition to erratic weather patterns and decreased annual stream flow of the two rivers. These phenomena have been markedly noticed during the last decades of the last century. Studies show that these changes are linked also to the variations of North Atlantic Pressure Oscillation (NAO) induced by Global Climate Change. Modeling studies on the future trends, in trying to define the magnitude of the changes to be anticipated, reveal clearly that these negative impacts are continuous in the future. But, the widely ranging projections and interpretations of different sources depict an uncertain future for the basin’s climatic conditions and indicate theneed for further modeling studies to reach more definitive conclusions. These studies show however, a drastic decline of the Euphrates and Tigris water resources at the end of this century by something like (30 to 70) %; as compared to their resources in the last three decades of the previous century. The wide variations in the projections emphasize the need of further future work on this matter. All in all, these studies should bring alarm to all responsible governments in the region to resort to long range planning by adopting rational policies in soils and water resources management to mitigate the adverse impacts that could hit human societies in these events.

  • 19. Adamo, Nasrat
    et al.
    Sissakian, Varoujan K.
    University of Kurdistan, Howler, KRG. Private Consultant Geologist, Erbil, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Elagely, Malik
    Private consultant, Baghdad, Iraq.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Comparative Study of Mosul and Haditha Dams in Iraq: Different Construction Materials Contribute to Different designs2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 2, s. 71-89Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Mosul and Haditha Dams are built on relatively weak foundations. Both of these foundations suffer from extensive karsts which had demanded intensive foundation treatment works among other design precautions. The karst forms; however, are of different origins, activities, nature and shapes. The foundation treatment in both dams was done mainly by constructing deep grout curtains along with other secondary grouting works. Reducing uplift pressure under the dam and cutting down on seepage losses were the major considerations in these works. An additional important requirement in Mosul Dam was to reduce the permeability of the rock formation in the foundations to such a low limit that it can stop the dissolution of gypsum beds present there. This objective; unfortunately, failed due to the lithological composition of this foundation and the presence of many brecciated gypsum beds, which could not be treated successfully. This had resulted in a comprehensive grouting maintenance program which continuous up to date with the everlasting danger of dam failure. On the other hand, in Haditha dam no such complication occurs as the dam had its foundations mainly in limestone. Proper investigation and good planning and performance of the grouting works in this dam contributed highly to its success. Selecting the deep grout curtain as anti-seepage measure in Mosul Dam was not a very wise decision and constructing a positive cutoff in the form of diaphragm wall could have been the proper choice. Good and deep understanding of all geological data can contribute to the success of a dam design or, otherwise it may lead to unsafe one.

  • 20. Adamo, Nasrat
    et al.
    Sissakian, Varoujan K.
    University of Kurdistan, Hewler, KRG. Private Consultant Geologist, Erbil, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Badush Dam: Controversy and Future Possibilities2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 2, s. 17-33Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Badush Dam is believed to be the first dam in the world which is designed to protect from the flood wave which could result from the collapse of another dam; in this case Mosul Dam.  Badush Dam construction was started in 1988 but it was stopped two years later due to unexpected reasons. From that time on many attempts were made to resume construction without success. Its value was stressed in a multitude of studies and technical reports amid conflict of opinions on how to do this.  The original design of the dam as a protection dam was intended to have a large part of the reservoir empty to accommodate the volume of the expected flood wave for only a few months during which time it’s content are released in a controlled and safe way to the downstream. The lower part of Badush Dam which has a limited height continues before and after this event to act as a low head power generation facility. Among the later studies on the dam, there were suggestions to introduce changes to the design of the unfinished dam which covered the foundation treatment and also asked for constructing a diaphragm in the dam. A long controversy is still going on with many possibilities but with no hope to reach a final solution soon. Any rational solution must consider both Badush Dam and Mosul Dam together as the safety issue involves both of them. This paper may be seen in six paragraphs. The first three describe in brief the history, the outline design and foundation treatment of the dam, therefore, setting the background to follow the conflicting views over its purpose and future which is discussed in the following two paragraphs. The final paragraph is devoted to discussion and our conclusions.

  • 21. Adamo, Nasrat
    et al.
    Sissakian, Varoujan K.
    University of Kurdistan, Hewler. Private Consultant Geologist, Erbil, Iraq.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Elagely, Malik
    Private consultant, Baghdad, Iraq.
    Comparative Study of Mosul and Haditha Dams, Iraq: Foundation Treatments in the Two Dams2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 2, s. 53-70Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Mosul and Haditha Dams are built on relatively weak foundations. Both of these foundations suffer from extensive karsts which had demanded intensive foundation treatment works among other design precautions. The karst forms; however, are of different origins, activities, nature and shapes. The foundation treatment in both dams was done mainly by constructing deep grout curtains along with other secondary grouting works. Reducing uplift pressure under the dam and cutting down on seepage losses were the major considerations in these works. An additional important requirement in Mosul Dam was to reduce the permeability of the rock formation in the foundations to such a low limit that it can stop the dissolution of gypsum beds present there. This objective; unfortunately, failed due to the lithological composition of this foundation and the presence of many brecciated gypsum beds, which could not be treated successfully. This had resulted in a comprehensive grouting maintenance program which continuous up to date with the everlasting danger of dam failure. On the other hand, in Haditha dam no such complication occurs as the dam had its foundations mainly in limestone. Proper investigation and good planning and performance of the grouting works in this dam contributed highly to its success. Selecting the deep grout curtain as anti-seepage measure in Mosul Dam was not a very wise decision and constructing a positive cutoff in the form of diaphragm wall could have been the proper choice. Good and deep understanding of all geological data can contribute to the success of a dam design or, otherwise it may lead to unsafe one.

  • 22.
    Alanbari, Mohammad A.
    et al.
    Babylon University.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Altaee, S.A.
    Babylon University.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Application of Simapro7 on Karbala Wastewater Treatment Plant, Iraq2014Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 4, nr 2, s. 55-68Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The use of treated wastewater is becoming more popular especially in countries suffering from water shortages despite the fact that wastewater plants have some environmental implications. For this reason there are various software designed to do the assessment. Among these is SimaPro software package designed to make a valuable contribution. It is a powerful tool for analyzing the environmental impact to products during their whole life cycle. A huge amount of knowledge about the environment is built into the program and database, enabling to analyze a product with a minimum of specialized knowledge. In this study, Simapro was used to analyze and evaluate the impacts that result from Karbala Wastewater treatment plant. The results of Life Cycle Assessment (LCA) show that Karbala WWTP has an impact and damage on the environment of the order of 171 point for each 1 cubic meter of wastewater. The most environmental impacts potential were global warming, respiratory inorganics and non-renewable energy. The study also showed that most of the effects were as a result of the phase of construction more than of the operational phase.

  • 23.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Locating landfills in arid environment2013Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 3, nr 3, s. 11-24Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Protection of the environment from solid waste hazards is becoming a serious problem. Different laws and legislations had been put into practice for this purpose. The effect of solid waste in developing countries with limited financial and natural resources and high population growth rate is more severe. To overcome these difficulties, prudent management system for solid waste is required. Furthermore, solid waste disposal site should be selected using scientific criteria to prevent any harmful effect on local communities and the environment.Criteria for solid waste disposal dump site for arid and semi-arid regions should be selected in accordance with well-known international requirements that suit the local conditions. These criteria can be used to select the best suitable solid waste dump site using remote sensing and geographic information system techniques. The selected sites are harmless to human life, natural resources and the environment. The same can be achieved when dumping hazardous solid waste. In all cases however, priorities of the site selection criteria should meet the existing geological, meteorological and environmental conditions.

  • 24.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Adamo, Nasrat
    LTU team.
    Issa, Issa
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Consultant Geologist, Erbil.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mystery of Mosul Dam the Most Dangerous Dam in the World: Dam Failure and its Consequences2015Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 5, nr 3, s. 95-111Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Worries concerning the possibility of the dam failure due to the seepages under the foundation of Mosul Dam during its construction and operation phases enhanced the application of several dam failure models on Mosul Dam case. All the applied models gave similar results. It was noticed through the models that the wave in case of the dam failure will have a height of 54m and the discharge will be of the order of 551000 m3/sec. This wave will reach the capital city of Iraq “Baghdad” after about 38 hours. The discharge of the River Tigris at Baghdad will be 46000m3/sec and the height of the wave will reach 4m. The propagation of the wave along this distance will cause a catastrophe. About 500000 civilians will die in addition to the unbelievable damage that will be caused to the infrastructure of the country.

  • 25.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Adamo, Nasrat
    LTU team.
    Issa, Issa
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Consultant Geologist, Erbil.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mystery of Mosul Dam the Most Dangerous Dam in the World: Karstification and Sinkholes2015Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 5, nr 3, s. 33-45Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The Fatha (ex-Lower Fars) Formation (Middle Miocene) is the predominant stratigraphic unit in the Mosul Dam area. It is about 250 meters thick near Mosul. Marls, chalky limestone, gypsum, anhydrite, and limestone form a layered sequence of rocks under the foundation of the dam. The foundation of the dam is mainly resting on the Fatha Formation (Middle Miocene) which is highly karstified. Karstic limestone and the development of solution cavities within the gypsum and anhydrite layers are the main geological features under the foundation of the dam. The right (west) abutment is located in the steeply dipping Fatha Formation within Butmah East anticline with SE plunge being in the reservoir north of the dam, whereas the left (east) abutment is located on gently dipping beds of the Fatha Formation, which is overlain by fine clastics of the Injana Formation. These differences in lithology as well the dip amount and direction along both abutments as well upstream and downstream of the dam have certainly affected on the hydraulic pressure and increased the dissolution ability of the gypsum and limestone beds, along the abutments and the foundations, which are already karstified in nearby areas. Consequently, more gypsum, anhydrite and limestone beds are dissolved and karst openings are continuously increasing, as the exerted hydraulic pressure is continuous.First appearance of sinkholes on the right bank down-stream was not until approximately six years after the filling of the reservoir began. The surface expression of the sinkholes suggests that they are caused by an under-ground collapse. Concentric tension cracks appear to have developed around the central void as the sinkholes have developed progressively. Karstification and formation of sinkholes are the most dangerous features threatening the safety of Mosul dam.

  • 26.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Adamo, Nasrat
    LTU team.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Geopolitics of the Tigris and Euphrates Basins2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 187-222Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Euphrates and Tigris Rivers are the longest Rivers in southwest Asia. The main utilizers of the water of these rivers and tributaries are Turkey, Syria, Iran and Iraq. The two rivers rise in Turkey, which makes it the riparian hegemon. Some of the tributaries of the Tigris and Shat Al-Arab Rivers rise in Iran, which makes it the riparian hegemon for these rivers. Iraq and Syria are the lower countries in the basin and for this reason, they always to ensure the quantity of water required to satisfy their requirements. All these countries are in the Middle East, which characterized by its shortage of water resources. Since the 1970s conflict between riparian counties were noticed due to population growth rates, food security, energy needs, economic and technological development, political fragmentation, international water laws, water and management availability and public awareness. These caused tensions, which sometimes escalated to the verge of war. To solve this conflict a mediator is required that has the capability to bring all countries concerned to the negotiation table. Syria and Iraq are to give Turkey and Iran some incentives to cooperate. Furthermore, all counties are to adopt prudent strategic plan based on comprehensive resources development to ensure good water management and minimum water loses and waste. This due to the fact that modeling studies of the future suggest that water shortage problem will intensify.

  • 27.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Adamo, Nasrat
    Consultant Engineer, Norrköping, Sweden.
    Sissakian, Varoujan
    University of Kurdistan, Hewler, KRG, Iraq. Private Consultant Geologist, Erbil, Iraq. .
    Hydrological Characteristics of the Tigris and Euphrates Rivers2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 1-26Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The Middle East is considered as an arid to a semi-arid region where the annual rainfall does not exceed 166 mm/y. Water shortage issue within this area is one of the prime issues of friction and tension between the countries of the Middle East. Iraq is located within the Middle East. It covers an area 437072 square kilometer with a population of 38.27 million.  Iraq used to be considered rich in its water resources due to the presence of the Tigris and Euphrates Rivers. The catchments of these rivers are shared with Turkey, Syria, Iran and Saudi Arabia. Building of dams in the upper parts of the catchment since the seventies as well as climate change affecting the region caused water shortage problems in Iraq. The flow of the two main rivers decreased tremendously. To overcome this problem, prudent water management plan is required. Such plan should include the use of non-conventional water resources, new irrigation techniques, public awareness, and new water management strategies.  This will help to reduce the impact of water shortage problems.

  • 28.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Adamo, Nasrat
    Consultant Engineer, Norrköping, Sweden.
    Sissakian, Varoujan
    University of Kurdistan, Hewler, KRG, Iraq. Private Consultant Geologist, Erbil, Iraq..
    Water Shortages and its Environmental Consequences within Tigris and Euphrates Rivers2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 27-56Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Water shortage problem is an international issue where 80 countries of the third world supporting 40% of the world’s population suffer from water shortage problems. There are 1.2 billion people suffering physically from water shortage problems and 1.8 billion lack adequate sanitation. In addition, in the Third World, about 80% of illnesses and 30% of unnatural deaths are due to water disease and polluted water. Future expectations indicate that 37 countries in 2015 will be having water shortage problems. Iraq was an exception till the seventies due to the presence of the Tigris and Euphrates Rivers. The flow of these rivers is decreasing due to climate change and building of dams within the upper parts of the catchments. Temperatures are increasing while rainfall is expected to decrease by (15-25%). This will cause reduction of surface water resources by (29-73%). As a consequence, groundwater resources will be depleted. Water shortage will lead to an increase in transpiration, reduction off arable land, decrease of natural vegetative cover, extended desertification, more dust storms and soil destruction. It is expected that Iraq in 2040 is expected to have -20.6 billion cubic meters shortage in its water requirements.

  • 29.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Adamo, Nasrat
    LTU Team.
    Sissakian, Varoujan
    University of Kurdistan, Howler, KRG.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources of the Euphrates River Catchment2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 1-20Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The River Euphrates is the longest River in southwest Asia. Its length reaches 2786 km and drains an area of about 440000 km2, which is occupied by 23 million inhabitants. The Euphrates basin is shared by 5 countries (Iraq 47%, Turkey 28%, Syria 22%, Saudi Arabia 2.97%, Jordan 0.03%) where the first three countries are the main riparian. Climate change and construction of dams in the upper parts of the basin has reduced the flow downstream with time. The flow was about 30.6 BCM in Hit (Iraq) before 1974, and now it is about 4 BCM. Syria and Iraq are facing water shortage and quality deterioration problems, which require national, regional and international cooperation to overcome these problems.

  • 30.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Adamo, Nasrat
    Luleå tekniska universitet.
    Sissakian, Varoujan
    University of Kurdistan, Howler, KRG.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Resources of the Tigris River Catchment2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 21-42Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The Tigris River is one of the longest rivers in western Asia. Its length is about 1800 km. It drains a catchment area of 473103 km2 divided in 4 countries (Turkey, Syria, Iran and Iraq). About 23 million people live within this catchment. The flow of the River Tigris is decreasing with time due to the construction of dams and climate change. The discharge of the Tigris River at Baghdad was 1,207 m3/s for the period 1931-1960 and since 2000 onward it is 522m3/s. Riparian countries (mainly Iraq and Iran) are facing water shortage problems. This requires prudent regional and national cooperation and management to overcome this problem.

  • 31.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Hanbaly, Mariam
    Al al-Bayt University.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Hydrology of the most ancient water harvesting schemes2013Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 3, nr 1, s. 15-25Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The Middle East area and in particular Jordan suffer from water shortages. It is believed that water harvesting techniques can solve part of the problem. Jawa and Umm El-Jimal water harvesting schemes were established 6000 and 2000 years ago respectively. They are considered as the most ancient water harvesting scheme. The engineering design and techniques used in those schemes are very unique.The adaptation of the engineering techniques used in the ancient schemes in the newly established schemes will help to save energy and minimize the evaporation losses. In addition, harvested water can be used for ground water recharge.

  • 32.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    AlJawad, Sadeq
    Expert and Consultant Hydrogeologists, Baghdad, Iraq .
    Adamo, Nasrat
    LTU team.
    Sissakian, Varoujan K.
    University of Kurdistan, Howler, KRG, Iraq and Private Con sultant Geologist, Erbil, Iraq.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Water Quality within the Tigris and Euphrates Catchments2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 95-121Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Euphrates and Tigris Rivers are the longest two rivers in southwest Asia. The Basins of these rivers cover an area of 917 103 km2 which is occupied by about 46 million inhabitants. Four countries (Turkey, Iran, Iraq and Syria) share the basin area of the Tigris River and the other four (Turkey, Syria, Iraq and Saudi Arabia) share the catchment area of the Euphrates River. The flow of the two rivers is decreasing with time due to construction of dams in the upstream part of the basins and climate change. This has impacted the water quality of the two rivers. Iraq is highly affected followed by Syria. The salinity of Tigris Rivers has become alarming downstream Baghdad while the Euphrates water quality deteriorates before entering the Iraqi border. To overcome water quality deterioration, international, regional and national cooperation is required to reach prudent planning for water resources management of the two basins.

  • 33.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Alroubai, Ali
    Basrah University.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Bathymetry and sediment survey for two old water harvesting schemes, Jordan2012Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 2, nr 2, s. 13-23Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Jordan is among the least countries in its water resources and about 85% of its area is desertic. Due to this reason the inhabitants of the Badia region used centuries ago water harvesting techniques to augment water for human and animal use. Two ancient water harvesting schemes (Burqu and Dier Al-Kahf) were investigated. Bathymetric survey was conducted and both bottom and water samples were collected to study the nature of sediments in these schemes. The calculated volume of Burqu and Deir Al-Kahf reservoirs were 629505 and 12071m³ respectively. Sediments entering these reservoirs are mainly fine sand derived from the main and side valleys entering the reservoirs during rain events. The sediments at Burqu reservoir have a mean grain size of 0.1 mm, very poorly sorted and negatively skewed. The sand: silt: clay ratios were 70:17:13 respectively. At Deir Al-Kahf reservoir, the sediment mean grain size was 0.11mm and they were very poorly sorted and they were finely skewed. The sand: silt: clay ratios were 69: 23: 8 respectively. Annual rates of sediments deposited in these reservoirs were 29016 m3 for Burqu and 29016 m3 for Deir Al-Kahaf.

  • 34.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Issa, Issa
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Consultant Geologist, Erbil.
    Adamo, Nasrat
    LTU team.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Mystery of Mosul Dam the most Dangerous Dam in the World: The project2015Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 5, nr 3, s. 15-31Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Mosul Dam is an earthfill multipurpose dam. It is located on the River Tigris in northwestern Iraq. The dam is 3.65 km long and its crest elevation is at 341 m above sea level. The storage capacity at normal operation level (330 m above sea level) is 11.11km3. The work to build the dam started on 25thJanuary, 1981 and finished on 24thJuly, 1986. The total cost of the development was estimated at 2.6 billion US$.The foundation of the dam lies on the Fatha Formation. This formation is composed of alternating beds of marls, limestone, gypsum and claystone. It is highly karstified, which has which created a lot of problems during the construction, impounding and operation phases.

  • 35.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Jawad, Sadeq
    Advisory Commission for the Iraqi Prime Minister, Baghdad, Iraq.
    Adamo, Nasrat
    Consultant Engineer, Norrköping, Sweden.
    Sissakian, Varoujan
    University of Kurdistan, Howler, KRG, Iraq. Private Consultant Geologist, Erbil, Iraq.
    Water Quality and its Environmental Implications within Tigris and Euphrates Rivers2019Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 9, nr 4, s. 57-108Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Iraq relies greatly on the water of the Tigris and Euphrates Rivers. These rivers rise in Turkey. As far as the water quality of the Tigris River, when it enters the Turkish- Iraqi border is considered normal where the total dissolved salts do not exceed 450ppm. In Iraq, the salinity increases downstream and it reached undesirable limits downstream Baghdad. As far as the Euphrates River is concerned, the salinity of its water reached 600ppm at the Syrian-Iraqi border. The salinity increases downstream and it reaches 1500ppm downstream Kufa city. This indicates that the salinity of the major Rivers (Tigris, Euphrates and Karkheh) that are supply Shatt Al-Arab River with water is increasing with time. Causes of water quality deterioration is due to several factors. These are: i) construction of dams and irrigation projects in the upper parts of the catchments and the reduction of flow of these rivers ii) Al-Tharthar Scheme, where some water from this reservoir having salinity of 2500ppm is diverted to the River Euphrates iii) Agricultural and Irrigation Projects iv) dumping wastewater directly to the rivers v) Waste of Wars vi) Climate Change vii) disposal of solid waste directly to the rivers viii) Population Growth. All these factors are affecting the population and the environment in Iraq.

  • 36.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Reduction of the storage capacity of two small reservoirs in Jordan2012Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 2, nr 1, s. 17-27Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Scarcity of water resources in the Middle East represents a prime factor in the stability of the region and its economic development and prosperity. Accordingly, augmenting water is considered very important. Therefore, building of dams is an important mean to achieve such a goal. Despite the fact that number of dams had been built but maintenance operations and reduction of siltation rates are still not up the standards. Two small reservoirs north west Jordan were investigated. Sad Wadi Alarab reservoir constructed in 1986 (storage capacity of 20x106 m3). The second, Alghadeer Alabyadh, was constructed 1966(storage capacity 7 x105 m3). The actual storage capacities of these reservoirs were calculated using echo-sounding traverses. Data obtained were used in special computer software to construct the bathymetric maps and calculate the existing storage volume. The results showed that the reservoir storage capacities were reduced at an average annual rate of 0.3 x106 and 1.7 x104 m3 respectively. This implies that Sad Wadi Alarab reservoir will be filled with sediment within 38 years, while Alghadeer Alabyadh reservoir is already filled with sediment now. Bottom sediments of the reservoirs were collected and analyzed. In all the cases, sand, silt and clay were the dominant sediment components.

  • 37.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Ali, Ammar
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Restoring the Garden of Eden, Iraq2012Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 2, nr 1, s. 53-88Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The Iraqi marsh lands, which are known as the Garden of Eden, cover an area about 15-20 103. km2 in the lower part of the Mesopotamian basin where the Tigris and Euphrates Rivers flow. The area had played a prominent part in the history of man kind and was inhabited since the dawn of civilization. The area was considered among the largest wetlands in the world and the greatest in west Asia. Saddam regime began to drain the marsh lands for military and political reasons. Accordingly, at 2000 less than 10% of the marshes remained. The consequences were that most of the marsh dwellers left their places and some animals and plants are eradicated now. After the fall of Saddam regime in 2003, the process of restoration and rehabilitation of Iraqi marshes started. There are number of difficulties encountered in the process. Some of them are land use changes, climatic variations and changes, soil and water salinity as well as ecological fragmentation where many species were affected as well as the marsh dwellers.In this research we would like to explore the possibilities of restoring the Iraqi marshes. It is believed that 70- 75% of the original areas of the marshes can be restored. This implies that 13 km3 water should be available to achieve this goal keeping the water quality as it is. To evaluate the water quality in the marshes, 154 samples were collected at 48 stations during summer, spring and winter. All the results indicate that the water quality was bad. To improve the water quality, then 18.86 km3 of water is required. This requires plenty of efforts and international cooperation to overcome the existing obstacles.

  • 38.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Sissakian, Varoujan
    Fouad, Saffa
    Deformational Style of the Soft Sediment (SEISMITES) within the Uppermost Part of the Euphrates Formation, Western Iraq2014Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 4, nr 4, s. 71-86Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The Euphrates Formation (Early Miocene) is wide spread formations in central western part of Iraq. It consists of basal conglomerate, well bedded, grey, fossiliferous and hard limestones (Lower Member), chalky like dolomitic limestone, white and massive, green marl, and deformed, brecciated dolomitic limestone and well bedded undulated limestone (Upper Member). The thickness of the formation Iraq is 35-110 m.The uppermost part of the Euphrates Formation includes Brecciated Unit. The fragments (size 1 – 3 cm) are semi angular to semi rounded, consist of very finely crystalline, silicified limestone, arranged in systematic form, which is parallel to the deformations and undulations that are present in both the brecciated mass and the overlying Undulated Limestone Unit. These characteristics of the fragments indicate that the breccia is not formed due to break in sedimentation, but it is syn-sedimentary breccia.The genesis and deformation style of the breccia is discussed in this study. The results indicate the seismic effect on the development of the breccia, during the deposition, which means syn-sedimentary origin of the breccia, most probably due to tectonic unrest, which has caused seismic shocks in the depositional area; such sediments are called "seismites".

  • 39.
    Al-Ansari, Nadhir
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Pusch, Roland
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Almuqdadi, Kadhim
    Arab Academy-Denmark.
    Isolation of radioactive military wastes in Iraq2013Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 3, nr 3, s. 1-10Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Iraq has been subject to a series of wars for more than fifty years, the latest one leaving large amounts of wrecked tanks, vehicles, weapons and ammunition. A considerable part of the waste has the form of, or contains, depleted uranium (DU), that is concluded to have cancerogenic effects through its radioactivity and toxicity. The DU exists in significant concentrations in areas where combat took place, mostly in and around the cities of Bagdad and Basra, the total number of particularly encountered areas being about 15. The way of long-term isolation of DU that is proposed in this paper is to construct relatively simple landfills of sandwiched contaminated soil and clay or clayey soil, covered by sand/gravel and erosion-resistant coarser material on top. The very low annual precipitation and long draught in the deserts, implying significant evaporation, means that the system of tight soil interlayered with contaminated soil, embedding wrecked military objects, minimizes percolation and release of DU, keeping it adsorbed on the finest soil particles. The clay-based material must be composed in a way that, i/ desiccation fractures are not formed in periods of long draught and ii/ not swell uncontrolled and loose strength in wet periods. The DU-contaminated soil is proposed to be scraped off and transported in closed trucks to four desert sites where landfills of the sandwich-type are proposed to be constructed.

  • 40.
    Ali, Ammar A.
    et al.
    Water Resources, College of Engineering, University of Baghdad.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Suhail, Qusay
    Earth Sciences, College of Science, University of Baghdad, Iraq.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Spatial Measurement of Bed Load Transport in Tigris River2017Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 7, nr 4, s. 55-75Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Using Helley-Smith sampler, 288 bed load samples were collected from 16 cross sections along 18 km reach length of Tigris River within Baghdad. The spatial distribution of sampling along the reach took into consideration the variance of river topography where 7 meanders, 2 islands and several bank depositions characterize the geometry of the river. The implemented regulation schemes on Tigris River have reduced 44% of water discharges compared to previous period. The spatial variance in topography was effectively scattering the results of the applied twenty bed load formulas. The study results indicated that the complicated geometry of the river reach makes finding a unique representative bed load formula along the study reach rather difficult, and there is no grantee to have good agreement with measurements in the irregular cross sections (meanders, sand bars, etc.). The closest bed load prediction formulas were van Rijn1984. The annual transported quantities of bed load were estimated to be 30 thousand tons (minimum) in 2009 and 50 thousand tons (maximum) in 2013.

  • 41.
    Ali, Salahalddin
    et al.
    Department of Geology, School of Science, Faculty of Science and Science Education, University of Sulaimaniyah.
    Al-Umary, Foad
    Department of Geography, College of Education, University of Tikrit.
    Sarkawt, Salar
    Department of Geography, Faculty of Education/Kalar, University of Garmian.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Geomorphology of Garmiyan Area Using GIS Technique, Kurdistan Region, Iraq2016Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 6, nr 1, s. 63-87Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The goals of the present study are to investigate, explore and assess the geomorphologic characteristics of a part of Garmiyan area through highlighting the forming and controlling factors of the geomorphology, mapping the landforms and reveal the geomorphologic processes that created them in Garmiyan area. Geographic information systems (GIS) and remote sensing through satellite images and Digital Elevation Model (DEM) have facilitated the investigation in this large area with more accuracy.The Garmiyan area is a part of Garmiyan area located about (62 Km) south of Sulaimani City and (104 km) east of Kirkuk city. It lies between longitudes (45o10- - 45o32-) E and latitude (34o40-- 35o02-) N. It is within unstable shelf where 3.9% of it lie within the High Folded Zone and 96.1 % within the Foothill Zone. The geologic formations are forming 57.93% and the Quaternary deposits are forming 42.07%. Clastic sedimentary rocks are forming nearly 99% of the total area, while non clastic sedimentary rocks are forming nearly 1%. The topography of the studied area is greatly influenced by lithologic characteristics of the geologic units. The factors, which influence the geomorphology of the studied area, are tectonics, lithology, climate, vegetation and humans. Hence the geomorphologic evolution is controlled by many geomorphologic processes. The main endogenic process is uplifting of the western and north western sides of the studied area which was the final stage of Zagros Fold Thrust Belt formation during the Arabia–Eurasia collision. The main exogenic processes include weathering, erosion, fluvial, hillslope processes, karstification and anthropogenic processes. The main geomorphologic landforms recognized in the studied area are structural, denudational, fluvial, solutional and anthropogenic landforms. Anthropogenic landforms produced by excavation by road cuttings, quarrying and farming. The geomorphic landforms indicate that deformation is propagating from northeast to southwest.

  • 42.
    Al-Jabban, Wathiq
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Modification-Stabilization of Clayey Silt Soil Using Small Amounts of Cement2017Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 7, nr 3, s. 77-96Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    This paper presents the effects of using a small percentage of cement to stabilize clayey silt with a low organic content. Cement was added at percentages of 1, 2, 4 and 7% by dry weight. The physical and mechanical properties of the treated and untreated soil were evaluated by laboratory tests including tests of consistency limits, unconfined compressive strength, soil density, solidification and pH values. These tests have been conducted after 7, 14, 28, 60 and 90 days of curing time. Workability is defined as how easily the soil can be control or to handle physically. Results showed that the engineering properties of the clayey silt were improved. The soil exhibited better workability directly after treatment, and the workability increased with time. Soil density increased, while water content decreased, with increasing cement content and longer curing time. The pH value was immediately raised to 12 after adding 7% cement content, and then it gradually decreased as curing time increased. An increase of unconfined compressive strength and stiffness was observed, while strain at failure decreased. A gradual change in failure mode from ductile behavior to brittle failure was observed. The findings are useful when there is a need for modification and stabilization of clayey silt in order to increase the possibilities for different use which will reduce transportation and excavation.

  • 43.
    AlJawad, Sadeq
    et al.
    Expert and Consultant Hydrogeologists, Baghdad, Iraq.
    Al-Ansari, Nadhir
    Expert and Consultant Hydrogeologists, Baghdad, Iraq.
    Adamo, Nasrat
    LTU team.
    Sissakian, Varoujan K.
    University of Kurdistan, Howler, KRG, Iraq and Private Con sultant Geologist, Erbil, Iraq.
    Laue, Jan
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Groundwater Quality and Their Uses in Iraq2018Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 8, nr 3, s. 123-144Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Aquifers are porous media with various physical criteria and hydraulic conditions that largely affect the quality of water they contain. When an aquifer is a sedimentary rock, its depositional environment draws along with its present recharge condition and the footprint of its groundwater quality. The geologic setting of Iraq consists of a sedimentary cover 4 – 13 km thick with a sequence of alternating pervious and impervious sedimentary rock beds of coarse clastics and fractured carbonates with fine clastics and hard rock carbonate. This succession has developed a successive multi aquifer systems. The present study has recognized the major formations that so far have been explored and sampled using available data to identify the probability of their water quality which might be obtained when drilling a well through any of the formations. From among tens of thousands of wells drilled to produce water from whatever horizons they encounter, only those wells which penetrate a single formation were considered. The results show that groundwater quality expressed as total dissolved solids in the explored 17 aquifers or aquifer systems are highly variable. Nevertheless, an indicative medium range value can be deduced for each. In principle, lower salinity values and carbonate water type associate with the unconfined aquifers that receive active contemporary recharge as in the case of the exposed aquifers in the High, and to less extend the Low Folded Zones. Even in the Stable Shelf where present recharge is limited, unconfined part of the aquifers is differentiated by their lower salinity and water type. On the other hand, a partial displacement of sea water in the marine deposit carbonates has as well occurred due to previous recharge periods. This was possible to the karstified carbonates of the Stable Shelf due to their high porosity. The finer marine deposits in the Mesopotamia Basin maintained their high groundwater salinity and marine water type. Water suitability for human drinking can be found in most of the aquifers especially aquifers in the High and Low Folded Zones. In the Stable Shelf, Al-Jazira, and even in the Mesopotamian Plain, recharge boundary conditions of the aquifer in the selected drilling spot should be carefully examined. The high variations of water quality in the aquifers in the latter zones requires an evaluation of water suitability well by well. However, most of the groundwater derived from the northern parts of the Stable Shelf and Al-Jazira Zones aquifers are suitable for agriculture, while that those of the southern parts and the Mesopotamian Plain are questionable or unsuitable.

  • 44.
    Almuqdadi, Kadhum
    et al.
    Arab Academy-Denmark.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Nature, size and contaminated areas of the waste of war in Iraq2013Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 3, nr 3, s. 93-107Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    In 1991, new weapons were used for the first time by the American and British troops in Iraq. These weapons proved to have high destructive capability against armored machinery and tanks. Later, there were many signs of being a weapon to destroy the human beings, animals and plants, which raised huge controversy and sharp criticism among scientists, doctors and environmentalists.Despite the opacity and deception, many of the secrets of depleted uranium ammunition were exposed, and confirmed the seriousness of use and serious repercussions on the environment and public health, which stepped up the international campaign against its manufacturing and use.However, the brilliant military success and profits of the military industry tempted the Pentagon and NATO to continue production and use of these weapons. Despite the high human and environment risks DU was used in various conflicts like Iraq, Bosnia, Kosovo and Serbia, Afghanistan, Gaza, Lebanon and recently in Libya.It is noteworthy to mention that the public and even some scientists, researchers and news media are ignorant of the effects and risks of the use of DU in military operations. This raises the point that there should be a large campaign to raise public awareness to prevent the risk of DU weapons.Based on scientific research and updates, we would like to high light the waste of wars in Iraq: Our paper shed the light on the size of depleted uranium(DU) weapons used in the wars on Iraq and the legacy of waste (their nature, size, and the contaminated regions), as high risks on humans and the environment. This is one of the leading environmental, health and social tragic problems in Iraq. This problem should be addressed immediately, seriously and effectively.

  • 45.
    Almuqdadi, Kadhum
    et al.
    Arab Academy-Denmark.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Risks of the military uses f depleted uranium on humans and the environment2013Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 3, nr 3, s. 163-203Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Great Development in the military industry had been witnessed in the past two decades, especially in depleted uranium weapons. These weapons were first used by USA and its allies in 1991 in Iraq. Later they were used in Bosnia (1995), Kosovo and Serbia (1999) Afghanistan (2001) and finally Iraq (2003).The manufacturers and users of these weapons continued to blackout the nature of these weapons and deny the harm caused on the public health, animals and the environment.After a short period of time, facts were revealed by the investigations and research executed by large number of scientists and investigators.This paper highlights the important effects caused by the use of depleted uranium weapons on human health and environment.

  • 46.
    Al-Taie, Entidhar
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Bearing Capacity Affecting the Design of Shallow Foundation in Various Regions of Iraq Using SAP200 & SAFE softwares2014Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 4, nr 4, s. 35-52Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Bearing pressure is the load per unit area along the foundation bottom. The value of bearing pressure can be obtained from soil exploration. In this research, three sites in Iraq were tested (Mosul at north, Baghdad at middle and Basrah at south) for the best type of foundation to be chosen. Seventy nine samples were taken from twenty three boreholes drilled to a depth ranging from 1to 24m, from various sites for the three sites. Samples were tested for their size; Atterberg limits; direct shear; unconfined compression; consolidation and SPT tests. The results showed that the nature of soil in Mosul was generally were silty clay to clay (in some areas silt or sand) with high to very high plasticity. In Baghdad, it was loam clay, silty clay, and in some areas silt. Its plasticity range was medium to high and non-plastic in few sites. For Basrah, the soil type was clay loam and in many places was sand or silt. The value of plasticity was medium. The average and the worst values of bearing capacity were: 177KN/m2 and 77KN/m2 for Mosul; 125 KN/m2 and 68 KN/m2 for Baghdad; and 84KN/m2 and 24 KN/m2 for Basrah. These values were used in a computer model (SAP2000 and SAFE softwares) to find the best suitable foundation in each site. The model suggests that spread or continuous and raft (if basement is used for building with many floors) are suitable for Mosul. For Baghdad, spread and raft type of foundations are suitable. While, for Basrah, raft foundation type are to be used in some areas where building should be less than three floors and for other areas, deep foundation (piles or pier) can only to be used.

  • 47.
    Altaie, Entidhar
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Materials and the style of buildings used in Iraq during the Islamic period2012Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 2, nr 2, s. 69-97Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The Islamic period in Iraq lasted 1002 years (637-1639 AD). During this period big cities were constructed and old cities were reconstructed. There was development of the materials used and the design. Bricks, grill wage, plaster, gypsum and marble and stones were used. The environmental conditions were taken in the design of the buildings. The walls were thick and basements and badgur were established. This makes it easier to cool or heat the house. Tar was used to protect the buildings from moisture. New style of buildings was established using new engineering innovations. Well-designed arches and domes were noticed during this period. Islamic buildings had special features such as minarets, arches, domes, vaults, gilding, patterns and decorations.

  • 48.
    Altaie, Entidhar
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    The progress of buildings style and materials from the Ottoman and British occupations of Iraq2012Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 2, nr 2, s. 41-51Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    The period of ottoman occupation of Iraq was characterized by the same style of buildings and they used local materials as did their predecessors. At the beginning of ottoman occupation, governors were focusing on build mosques and religion schools (Tkaya). Houses were built in random styles depending on the experiences of the builders. For this reason, the houses became irregular and expanded randomly. This lead to the shrinkage of the areas of the roads where they became very narrow and used to referred to as “Drbuna”. At the end of the ottoman period the style of buildings changed and it was reflecting European renaissance influences such as the government campus known as “Qishla”. In 1917 the British army occupied Iraq. During this period the buildings were more inclined to the European style. New materials were used for the first time like cement and iron (Schliemann). The new materials and design destroyed the Iraqi heritage and cultural identity. It is believed that the new housing style did not take into consideration the Iraqi environment.

  • 49.
    Al-Taie, Laith
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Pusch, Roland
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Hazardous wastes problems in Iraq:a suggestion for an environmental solution2013Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 3, nr 3, s. 81-91Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Iraq passed through many destructive wars where the country infrastructures have been destroyed. Consequently, various types of hazardous wastes generated from 1991 and 2003 wars are exposed in different parts of Iraq without any aspect of human and environment considerations. Contaminants are found in the form of contaminated rubble with depleted uranium (DU). Landfill disposal is still an economical and vital solution that should serve between 300-1000 years for confining hazardous wastes like DU. The longevity of a hazardous waste landfill is mainly controlled by clay based liners. There are many factors affecting the performance of clay liners. These factors were discussed. The main requirements of hazardous waste landfills were listed according to USEPA and German regulations. Finally, the main aspects of landfill siting criteria in Iraq were suggested.

  • 50.
    Al-Taie, Laith
    et al.
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Pusch, Roland
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Al-Ansari, Nadhir
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Knutsson, Sven
    Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, Geoteknologi.
    Hydraulic properties of smectite clays from Iraq with special respect to landfills of DU-contaminated waste2013Inngår i: Journal of Earth Sciences and Geotechnical Engineering, ISSN 1792-9040, E-ISSN 1792-9660, Vol. 3, nr 3, s. 109-125Artikkel i tidsskrift (Fagfellevurdert)
    Abstract [en]

    Landfills of material contaminated by depleted uranium and other low-level radioactive waste must be isolated from the biosphere for a sufficiently long time. This can be effectively made in desert climate by collecting contaminated waste in suitable areas confined by tight embankments and covering them with very tight clay liners protected from desiccation and erosion by suitably composed filters and coarse rock fill. Examples of design principles and construction are described in the paper. The clay liners are made of air-dry expanding clay that can be found in sufficient quantities in Iraq and that provide very good tightness at low cost. The construction technique is well known from various projects.

123 1 - 50 of 119
RefereraExporteraLink til resultatlisten
Permanent link
Referera
Referensformat
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Annet format
Fler format
Språk
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Annet språk
Fler språk
Utmatningsformat
  • html
  • text
  • asciidoc
  • rtf