| 1. |
- Al-Bahrani, Hussein Shakir, et al.
(författare)
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Groundwater detection and classification using remote sensing and GIS in Najaf, Iraq
- 2022
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Ingår i: Groundwater for Sustainable Development. - : Elsevier. - 2352-801X. ; 19
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Tidskriftsartikel (refereegranskat)abstract
- Due to the shortage of fresh surface water caused by climate change, groundwater has become a vital water supply for household, agricultural, and industrial use. Alternative methods for determining groundwater depth, amount, and quality at a lower cost and less effort are critical. This study aims to determine the depth and kind of groundwater in Najaf City, Iraq, using Aqua detector remote sensing device. Thirty-nine sample locations were chosen in rural and urban regions to cover the city’s 441.23 square kilometres. Five geographic models of groundwater depth and type were created using the Inverse Distance Weighting (IDW) interpolation method in ArcGIS software. The results indicate that groundwater is available across the study region, beginning at 100 m and lower depths. Additionally, it has been found that the nature of groundwater fluctuates with the location and depth. The findings of this study aid in selecting wells locations and depths in the study region that generate maximum quality and quantity of groundwater.
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| 2. |
- Ahmadlou, Mohammad, et al.
(författare)
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Flood susceptibility mapping and assessment using a novel deep learning model combining multilayer perceptron and autoencoder neural networks
- 2021
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Ingår i: Journal of Flood Risk Management. - UK : John Wiley & Sons. - 1753-318X. ; 14:1
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Tidskriftsartikel (refereegranskat)abstract
- Floods are one of the most destructive natural disasters causing financial dam-ages and casualties every year worldwide. Recently, the combination of data-driven techniques with remote sensing (RS) and geographical information sys-tems (GIS) has been widely used by researchers for flood susceptibility map-ping. This study presents a novel hybrid model combining the multilayerperceptron (MLP) and autoencoder models to produce the susceptibility mapsfor two study areas located in Iran and India. For two cases, nine, and twelvefactors were considered as the predictor variables for flood susceptibility map-ping, respectively. The prediction capability of the proposed hybrid model wascompared with that of the traditional MLP model through the area under thereceiver operating characteristic (AUROC) criterion. The AUROC curve for theMLP and autoencoder-MLP models were, respectively, 75 and 90, 74 and 93%in the training phase and 60 and 91, 81 and 97% in the testing phase, for Iranand India cases, respectively. The results suggested that the hybridautoencoder-MLP model outperformed the MLP model and, therefore, can beused as a powerful model in other studies for flood susceptibility mapping.
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| 3. |
- Al-Ani, Ibrahim Abdulrazak, et al.
(författare)
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Multi criteria decision making to optimize the best runoff control measures for the Haditha Dam Reservoir, Iraq
- 2020
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Ingår i: Journal of Environmental Hydrology. - : International Association for Environmental Hydrology. - 1058-3912 .- 1996-7918. ; 28
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Tidskriftsartikel (refereegranskat)abstract
- In Iraq, the two dominating surface water sources are Tigris and Euphrates Rivers in which some dams constructed on both of them forming reservoirs. The Haditha Dam reservoir is one of the most essential sources of drinking, irrigation, flood control and hydropower generation in Anbar State, Western Iraq. Besides, the reservoir is a unique habitat with a wide spectrum of biodiversity. The objective of this study is to investigate and monitor the water quality in Haditha Dam reservoir and introduce Multi Criteria Analysis (MCA) as a means to highlight the best runoff control measures depending on selected criteria and criteria weights. Experts were interviewed for the selection of criteria and for the assignment of the weight factor and scores. Four criteria from three categories such as technical, economic and environmental aspects were selected. Results from this study indicated that a the difference in TSS and Turbidity between the dry and wet seasons necessitates the installation of runoff control measures. It was found that the soil binders, sediment basin and diversion channel are the best alternatives for controlling erosion, sediment and drainage respectively. The sensitivity analysis showed very strong decisions made by the experts for the technical, economic and environmental criteria.
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| 4. |
- Al-Mamoori, Sohaib Kareem, et al.
(författare)
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Chloride, Calcium Carbonate and Total Soluble Salts Contents Distribution for An-Najaf and Al-Kufa Cities’ Soil by Using GIS
- 2019
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Ingår i: Geotechnical and Geological Engineering. - : Springer. - 0960-3182 .- 1573-1529. ; 37:3, s. 2207-2225
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Tidskriftsartikel (refereegranskat)abstract
- The main objective of the paper is to create geotechnical maps for three soil chemical properties in An-Najaf and Kufa cities’ soil by utilizing of GIS tools. This properties are the chloride concentration, calcium carbonate (CaCO 3) and total soluble salts where they affect the durability of reinforced structural elements. This paper provides an easy accurate way to represent soil properties levels for different depths of soil and create reliable database that will help engineers and decision makers. The data included in this paper were collected for (464) boreholes with depths up to 35 m distributed on residential areas in all of An-Najaf and Kufa cities. Arc-Map of GIS 10.2.1 was used to produce the maps. It has been concluded that chloride content in the soil of the study area range from - 0.01 to 0.99% and with an average of 0.5. The maximum value found in at depth 4–6 m while the minimum value found in location at depth 4–6, 8–10 and 14–16 m. The chloride content in most of An-Najaf province has exceeded the permissible limit and for all, this required taking percussions to protect foundations. While calcium carbonate content in the soil of the study area range from 53 to 0.18 and with an average of 26.6. The maximum and the minimum values found at depth 4–6 m. Calcium carbonate content is within the permissible limits in most locations except in some locations.
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| 5. |
- Al-Mamoori, Sohaib Kareem, et al.
(författare)
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Horizontal and Vertical Geotechnical Variations of Soils According to USCS Classification for the City of An-Najaf, Iraq Using GIS
- 2020
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Ingår i: Geotechnical and Geological Engineering. - Switzerland : Springer. - 0960-3182 .- 1573-1529. ; 38:2, s. 1919-1938
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Tidskriftsartikel (refereegranskat)abstract
- The unified soil classification system (USCS) first proposed by Casagrande and subsequently developed by the Army Corps of Engineers. It widely used in many building codes and books. An-Najaf city is the most important city in Iraq due to its religious and spiritual value in the Muslim world, so it is fast expanding and continuous developing city in Iraq. The data from 464 boreholes in the study area for depths of 0–26 m have been used. 13 Soil samples were collected from each borehole with 13 depths level (0–26) m with 2 m intervals. The USCS was applied to the soil samples from 13 depth levels borehole. This research aims to create a geodatabase for soil properties for An-Najaf. The ArcGIS 10.5 software was used to interpolate the spatial data to produce 33 geotechnical maps for fine soil, coarse soil and USCS for 13 depth levels. For numerical soil data, Ordinary Kriging has been used for interpolation mapping of Fine and Coarse percentage data for each depth. For non-numerical (nominal) soil data (USCS class), the Indicator Kriging method is used. The results show that the coarse soil occupied 85–95% for depth 0–16 m and consist of (SP, SP-SM, SM) while fine soil occupied 5–15% consisting of (OL, CH, ML) subsequently, this soil when compacted has a permeability of pervious to semi impervious, good shearing strength, low to very low compressibility and acceptable workability as a construction material. The results also show that after 16 m depths until 26 m, the fine soil percentage increased to 40% with a coarse soil percentage of 60%, indicating changes in soil characteristics as the permeability became semi-pervious to impervious, fair shearing strength, medium compressibility and fair workability as a construction material. The study results will provide help and saving time, efforts and money in preliminary engineering designs.
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| 6. |
- Hani Al-Tamimi, Ahmed, et al.
(författare)
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Urban uses change an analytical study using geographic information systems/Kufa city as a model
- 2022
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Ingår i: Cogent Engineering. - : Taylor & Francis. - 2331-1916. ; 9:1
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Tidskriftsartikel (refereegranskat)abstract
- Change is considered a prominent feature of urban areas because of the various services and functions in cities, with complex functional relations. The study aims to build an informational foundation for urban planners and designers on the effects resulting from the imbalance in the organization and proportions of urban land uses, which in turn affects the performance of its functions in the city and its changes, and thus the necessity of using modern technologies to identify and define urban problems in cities, especially those related to land uses. An analytical approach to the research was taken, adopting geographic information systems as a tool for research by studying the reality of the region and determining the changes occurring from the functional side for the periods of 2,003,200,820,132,018. These periods witnessed substantial development and changes at the city and country levels. Through the results of the study, the changes were identified, remedies suggested, positive aspects were strengthened, and negative phenomena were reduced. The conclusions reached by the study indicate that planning for the use of the land is a very important practical aspect of achieving the needs of the population and limiting the noncultural aspects of expansion. Deliberate and planned change can generate positive results and vice versa.
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| 7. |
- Kareem, Sabreen L., et al.
(författare)
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Optimum location for landfills landfill site selection using GIS technique: Al-Naja city as a case study
- 2021
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Ingår i: Cogent Engineering. - : Taylor & Francis. - 2331-1916. ; 8:1
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Tidskriftsartikel (refereegranskat)abstract
- Solid waste is one of the leading environmental problems affecting human lives. Selecting a landfill where waste is disposed of is a complicated issue that related to many factors and regulations. In this study, the optimal sanitary landfill site for An-Najaf city was assessed using the GIS and weight criteria method. Eight appropriate criteria were selected, which are: urban area, rivers, roads, soil types, elevation, wind, slope, and archaeological, historical and religious sites. Moreover, the weighting of the criteria by using experts’ opinion and previous similar literature. The “weighted overlay tool” is then applied to get a map of the significance index for selected landfill sites. Seven suitable sites with an area of 177,762,986 m2 and form 0.62% from the total city area can accommodate the solid waste generated for a period, not less than ten years10 years.
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| 8. |
- Kareem, Sabreen L., et al.
(författare)
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Water quality assessment and phosphorus effect using water quality indices : Euphrates River- Iraq as a case study
- 2021
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Ingår i: Groundwater for Sustainable Development. - : Elsevier. - 2352-801X. ; 14
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Tidskriftsartikel (refereegranskat)abstract
- Most rivers in developing countries are facing water contamination problem. Therefore, saving water quality by complying with the industrial, drinking, and agricultural allowable standard limits has been difficult. This study aims to assess Shatt Al-Kufa water quality as one branch of the Euphrates River by calculating three types of water quality indices in two cases, excluding and including the phosphate (PO4) consentration, as it was the parameter that most met the standard. The used water quality indices are the Weight Arithmetic Water Quality Index (WAWQI), the Canadian Council of Ministers of the Environment Water Quality Index (CCMEWQI) and the Oregon Water Quality Index (OWQI). Fifteen parameters were analyzed, including pH value, Biological Oxygen Demand, Turbidity, Total Hardness, Orthophosphate, Sulphate, Nitrate, Alkalinity, Potassium, Sodium, Magnesium, Chloride, Dissolved Oxygen, Calcium and Total Dissolved Solids. The results show that the average WAWQI for three stations, including PO4, were 33.79, 43.75 and 37.62, which is good water. However, in excluding PO4, the water quality was characterized as very poor depending on the resulting values (86.62, 88.86 and 91.91, respectively). The CCMEWQI values for three stations were 63.83, 60.40 and 55.69, including PO4, so the water quality was fair and marginal. According to OWQI, the water quality for three stations was very poor in two cases since the OWQI value less than 59. Pearson correlation shows a good link, especially total hardness and total dissolved solids with salt.
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| 9. |
- Name, Ihsan Abbas Jasim, et al.
(författare)
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Spatial analyses model for the public transportation and the urban form relationship
- 2023
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Ingår i: AIP Conference Proceedings. - : American Institute of Physics (AIP). - 0094-243X .- 1551-7616. ; 2655:1
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Tidskriftsartikel (refereegranskat)abstract
- The lack of analys is tools that respond to spatial heterogeneity and the failure to adopt them as tools to assess problems, and the low life quality of Iraqi c ities represent this study's problem. Hence, this study aims to analyze the relationship b etween public transportation and urban form patterns using spatial analys is and shed light on the contribution of spatial analysis as practical planning tools to increase the public transport contribution. The importance of the study can be summarised in the following two reasons; the first is the adoption of a new model for spatial analyzes, which is weighted geographical regression. The second reason is the attempt to activate public transport. Therefore, it should be known that makes public transportation more attractive to the user, both for new areas and future development. The study hypothesis includes that spatial analyzes are more appropriate tools for studying spatial phenomena and are compatible with postmodernity. Finally, the current study introduced a demographic and good urban design that fac ilitates the residents' access to public transport services.
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| 10. |
- Al-Ansari, Nadhir, 1947-, et al.
(författare)
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Mosul Dam Problem and Stability
- 2021
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Ingår i: Engineering. - USA : Scientific Research Publishing. - 1947-3931 .- 1947-394X. ; 13:3, s. 105-124
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Tidskriftsartikel (refereegranskat)abstract
- Mosul Dam is located on the River Tigris about 60 km northwest Mosul in Iraq. It is the biggest dam where its storage capacity reaches 11.11 billion cubic meters at normal operational level (330 m. above sea level). The dam was constructed on alternating beds of karistified limestone, gypsum and marl. This dam suffered from water seepage under its foundation since its operation in 1986. Grouting operations were implemented since that time to overcome this problem. This seepage is believed to be due to dissolution of gypsum beds under the foundation, which was not carefully considered by the designers. It was recommended by the international board of experts that the water level should be kept at or below 319 m.a.s.l. to minimize damages in case of the failure of the dam. ISIS occupied the dam site on 8 August 2014 and it was seized back from the hands of ISIS on the 16th of the same month. They did plenty of damage despite the short period they occupied the area. After that, the Iraqi Ministry of Water Resources rebuilt the damaged parts and used new grouting and maintenance program. Now, the dam looks very safe at 319 m water level at its reservoir. In addition, the impounding was raised 325 m.a.s.l. for few days and nothing abnormal was noticed.
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