The Ilisu Dam is part of the Turkish Southeastern Anatolia Project (GAP) and is the largest dam on the Tigris River in Turkey. It is located on the main river course 65 km upstream of the Syrian and Iraqi border. The Ilisu Dam watershed is the same as that of the Mosul Dam in Iraq. Sharing the same watershed with the Mosul Dam and located upstream, the Ilisu Dam will usurp most of the watershed and deprive the Mosul Dam of most of its current inflow. This paper presents an assessment of the hydrological impact (basically predicts changes on future inflow) of the Ilisu Dam on the Mosul Dam. The assessment is based on the worst-case scenario. The analyses that are employed include geographic information system (GIS) techniques and regression models, along with statistical analyses to numerate expected future impacts on the Mosul Dam’s inflow distribution. Results reveal that the Ilisu will have a drastic impact on the inflow regime of the Mosul Dam. A reduction as high as 78% of the inflow of the Mosul Dam may occur if the operation of the Ilisu and the Cizre Dams is conducted with no consideration of downstream hydrological and environment impacts.

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One of the most recently application for pavement performance improvement is the application of nonmaterial technology. The objectives of this research are to study the beneficial effect of using Nano Carbon Tube (NCTs) on the behaviour of asphalt mixture as preliminary indications and on the performance behaviour of flexible pavement system as a final investigation. The obtained experimental and finite element modelling results showed that adding (0.1%) and (1%) NCTs improved the stability value of asphalt mixture about (15%) and the addition of 0.5 % reduced the flow value around (2%) which means providing enhancement for rutting resistance. High elastic modulus value of (14000 MPa) are obtained at (0.5%) NCTs. This demonstrated the significant improvement of mechanical properties of modified asphalt mixtures as compared with control mix. The experimental results demonstrated the beneficial applications of carbon nanotubes NCTs additives to minimize the effect of moisture susceptibility for hot asphalt mixtures at (0.1%). The modified asphalt mixture with NCTs decreased the resistance to fatigue damage life of flexible pavement at (0.1%) and (0.5 %) NCTs but provide improve the fatigue resistance by about (10%) at (1%) NCTs and improved the resistance to rutting damage significantly about (83%), (233%), and (250%) for (0.1%), (0.5%) and (1%) NCTs respectively.