The development of the marine industry led to an increasing amount of fuel consumption and greenhouse gases (GHG) emissions. However, it is hard to evaluate the payback and profitability of a hybrid renewable ship without preparing a complete investigation. A dearth of studies compares between the hybrid renewable energy systems (HRES) on land and on ships. Therefore, the main objective of this research work is to provide a novel comparison study for the differences between HRES on land and on ships, utilizing the well-known Hybrid Optimization of Multiple Electric Renewable (HOMER) software. To the best knowledge of the authors, this study is the first to do comparison regarding the HRES on land and on ships. This study is based on the project titled “Study on the Application of Photovoltaic Technology in the Oil Tanker Ship” in China. The load profile data used is real and accurate, depending on the ship navigation route from Dalian in China to Aden in Yemen. The hybrid photovoltaic (PV)/diesel/battery system is found to be the optimum system regardless if it is on land or on ships with annual capacity shortage of 0%, which means this system is a 100% reliable system. The optimal system on land consists of 10,000 kW of PV system, 2000 kW of diesel generators, 500 batteries and 2000 kW of power converters. The optimal system on ship consists of only 300 kWof PV system, 2000 kW of diesel generators, 10 batteries and 200 kW of power converters. The optimal system on ships is able to decrease the amount of GHG emissions by 9,735,632.5 kg during the project lifetime (25 years). In addition, it has capability to decrease the fuel-consumption amount by 2,010,475 L during the project lifetime. This represents an incentive factor to increase the installed capacity of the PV system on the ships that consequently decreases the fuel-consumption amount and the total fuel cost.

The demand for the electrical energy increased drastically due to the exponential growth of the world population. In the last decade, owing to environmental issues and decay of non-renewable energy resources, the development of power generation from the hydrokinetic energy has grown considerably. Many individuals and companies are looking at the hydrokinetic power as the better solution to the prevailing energy crisis. However, there is paucity of published literature that shedding the light on the economic and environmental sides of the hydrokinetic turbines (HKT) in the hybrid renewable energy systems (HRES). The prime objective of this study is to provide an economic and environmental assessment of a HKT in combination with other renewable energy resources for cost-effective, reliable, and sustainable electrical energy supply for the rural households in Naga Hammadi, Egypt, where adequate water resources are available from the Nile River. The HKT is simulated together with photovoltaic (PV), diesel generator (DG) and battery (B) using the well-known HOMER software to optimize the HRES. The net present cost (NPC) of the optimum HRES is $12.7 million with minimal cost of energy (COE) of $0.158/kWh. The optimum system is capable of saving approximately $9.7 million during the project lifetime (25 years) in the form of NPC as compared to the diesel generator system. In addition, the system is capable of saving 28.971 million liters of fuel with cost of $5.11 million during the project lifetime. Finally, it is concluded that the hybrid PV/HKT/DG/B is the more economic and environment friendly system as compared to other systems configurations especially the diesel generator system, because it is able to reduce 76.29 million kg of the amount of CO2 emissions during the project lifetime.

The potential for using clean energy technologies in Egypt is good given the abundant solar insolation and wind resources. In contrast, many factories have suffered significant losses due to frequent blackouts in Egypt, especially at peak times of load demand. Moreover, the aim of this paper is to provide a detailed feasibility and a techno-economic evaluation of using hybrid photovoltaic/wind/diesel/battery system to satisfy the electrical energy needs for an environmentally friendly factory in New Borg El Arab city, Egypt and the city surrounding the factory. Utilizing the well-known Hybrid Optimization of Multiple Electric Renewables software to get the optimal configuration of a hybrid renewable energy system, based on the user inputs of loads, components costs, components technical details, solar and wind resources availability. The hybrid renewable energy system consisting of 60 kW of photovoltaic arrays, 100 kWof wind turbines, 40 kW of diesel generators, 50 kW of power converters and 600 batteries is found to be the optimal hybrid configuration in accordance with the system net present cost and cost of energy. The net present cost of this system is $1,684,118 and the cost of energy is $0.19/kWh. Additionally, the optimum system is the most environmentally friendly system in comparison with the other systems configurations specifically the diesel only system, because it is able to reduce a significant amount of greenhouse gases emissions. Strive to achieve the plan to become New Borg El Arab city, the first environmentally friendly Egyptian city in the near future by increasing the applications in this city that depend on the clean energy. Additionally, the same work could be applied to any other site in the world. Finally, an accurate separate techno-economic analysis of each component in the optimum hybrid renewable energy system is carried out in this study.

The main objective of this work is to select the optimum city from five touristic Egyptian cities (Luxor, Giza, Alexandria, Qena and Aswan) to establish an environmentally-friendly tourist village. The selection of the city, according to the economic cost (cost of energy (COE), net present cost (NPC)) and the amount of greenhouse gases (GHG) emitted, is carried out with respect to four cases, based on the effects of ambient temperature and applying GHG emission penalties. According to the simulation results, using the well-known Homer software, Alexandria is the economic city for hybrid photovoltaics (PV)/wind/diesel/battery and wind/diesel/battery systems, while Aswan is the most economic city for a hybrid PV/diesel/battery system. However, for a diesel/battery system there is no significant economic difference between the cities in the study. On the other hand, according to the amount of GHG emitted from a hybrid PV/wind/diesel/battery system, Qena is the optimum city if the effects of ambient temperature are considered. However, if the GHG emission penalties are applied, Aswan will be the optimum city. Furthermore, Alexandria is the optimum city if the effects of ambient temperature are considered and the GHG emission penalties are applied. Additionally, the effects of ambient temperature and applying GHG emission penalties are studied on hybrid PV/diesel/battery, wind/diesel/battery and diesel/battery systems in this study.

The quality of rock mass has significant impacts on the stability of underground excavations. Rock mass is a matrix consisting of rock material and discontinuities/fractures (e.g., faults, joints). Such these discontinuities are source of weakness (e.g.,large displacements and rotations may occur across them), consequently; they may lead to crucial instability problems. The objective of this paper is to assess the stability of underground tunnel which is excavated between two inclined planes of weakness (rock joints). The numerical modelling analysis has been conducted using RS2D software adopting elasto-plastic Mohr-Coulomb criterion. The rock joints are allowed to slip to investigate their influence on the stress distribution and deformation close to the excavated tunnel. The stability of underground tunnel has been assessed by investigating; extent of plastic zones, distribution of the induced stress and displacements in the surrounding rock mass and along rock joints. The results reveal that, the normal stress along rock joints is sharply dropped where joints pass over the excavation; Slip occurs (e.g., indicated by inward displacement of rock on the underside of the plane of weakness) over the excavation due to reversal direction of the shear stress and the maximum shear displacements occur above and below the tunnel.

The quality of rock mass has significant impacts on the stability of underground excavations. Rock mass is a matrix consisting of rock material and discontinuities/fractures (e.g., faults, joints). Such these discontinuities are source of weakness (e.g.,large displacements and rotations may occur across them), consequently; they may lead to crucial instability problems. The objective of this paper is to assess the stability of underground tunnel which is excavated between two inclined planes of weakness (rock joints). The numerical modelling analysis has been conducted using RS2D software adopting elasto-plastic Mohr-Coulomb criterion. The rock joints are allowed to slip to investigate their influence on the stress distribution and deformation close to the excavated tunnel. The stability of underground tunnel has been assessed by investigating; extent of plastic zones, distribution of the induced stress and displacements in the surrounding rock mass and along rock joints. The results reveal that, the normal stress along rock joints is sharply dropped where joints pass over the excavation; Slip occurs (e.g., indicated by inward displacement of rock on the underside of the plane of weakness) over the excavation due to reversal direction of the shear stress and the maximum shear displacements occur above and below the tunnel.

The quality of rock mass has significant impacts on the stability of underground excavations. Rock mass is a matrix consisting of rock material and discontinuities/fractures (e.g., faults, joints). Such these discontinuities are source of weakness (e.g.,large displacements and rotations may occur across them), consequently; they may lead to crucial instability problems. The objective of this paper is to assess the stability of underground tunnel which is excavated between two inclined planes of weakness (rock joints). The numerical modelling analysis has been conducted using RS2D software adopting elasto-plastic Mohr-Coulomb criterion. The rock joints are allowed to slip to investigate their influence on the stress distribution and deformation close to the excavated tunnel. The stability of underground tunnel has been assessed by investigating; extent of plastic zones, distribution of the induced stress and displacements in the surrounding rock mass and along rock joints. The results reveal that, the normal stress along rock joints is sharply dropped where joints pass over the excavation; Slip occurs (e.g., indicated by inward displacement of rock on the underside of the plane of weakness) over the excavation due to reversal direction of the shear stress and the maximum shear displacements occur above and below the tunnel.

Fifteen self-consolidating concrete (SCC) as well as five steel fiber-reinforced self-consolidating concrete (SFR-SCC) mixes using full-length crimped steel fibers were developed and tested in order to optimize a suitable(SFR-SCC) mix for repair of beams. Water-cementitious materials (w/cm) ratio, sand/coarse aggregate ratio and presence of basalt dust were the main variables taken into consideration. The test results showed that the mix design for the SCC mixes without steel fibers can be achieved by satisfying the flowability criterion.But for the design of self- consolidating concrete mixes with steel fibers , both theflowability and passing ability criteria must be satisfied. Basalt dust was found to be necessary for SCC mixes without fibers with sand/coarse aggregate ratios of 0.9 and 0.8, and also for developing SCC mixes with crimped steel fibers. SFR-SCC mix with sand/coarse aggregate of 1.1 had satisfactory results in both fresh and hardened properties. SFR-SCC mixes with sand/coarse aggregate of 0.9 and 0.8 did not satisfy fresh properties criteria even with dust/coarse aggregate ratio of 0.4. The suggested SFR-SCC mix was used to repair a beam cracked due to shear stresses. For this purpose, two RC beams were cast and tested under three-point loading. One beam was tested as control beam and the other beam was repaired using the suggested mix. The inclined cracking and ultimate load of the repaired beam were increased by87.5% and 91% comparing to the control beam, respectively.The flexural stiffness was increased significantly for the repaired beam comparing tothe control beam. The test results also showed the great contribution of SFR-SCCin both compression and tension zones.

Fifteen self-consolidating concrete (SCC) as well as five steel fiber-reinforced self-consolidating concrete (SFR-SCC) mixes using full-length crimped steel fibers were developed and tested in order to optimize a suitable(SFR-SCC) mix for repair of beams. Water-cementitious materials (w/cm) ratio, sand/coarse aggregate ratio and presence of basalt dust were the main variables taken into consideration. The test results showed that the mix design for the SCC mixes without steel fibers can be achieved by satisfying the flowability criterion.But for the design of self- consolidating concrete mixes with steel fibers , both theflowability and passing ability criteria must be satisfied. Basalt dust was found to be necessary for SCC mixes without fibers with sand/coarse aggregate ratios of 0.9 and 0.8, and also for developing SCC mixes with crimped steel fibers. SFR-SCC mix with sand/coarse aggregate of 1.1 had satisfactory results in both fresh and hardened properties. SFR-SCC mixes with sand/coarse aggregate of 0.9 and 0.8 did not satisfy fresh properties criteria even with dust/coarse aggregate ratio of 0.4. The suggested SFR-SCC mix was used to repair a beam cracked due to shear stresses. For this purpose, two RC beams were cast and tested under three-point loading. One beam was tested as control beam and the other beam was repaired using the suggested mix. The inclined cracking and ultimate load of the repaired beam were increased by87.5% and 91% comparing to the control beam, respectively.The flexural stiffness was increased significantly for the repaired beam comparing tothe control beam. The test results also showed the great contribution of SFR-SCCin both compression and tension zones.

Fifteen self-consolidating concrete (SCC) as well as five steel fiber-reinforced self-consolidating concrete (SFR-SCC) mixes using full-length crimped steel fibers were developed and tested in order to optimize a suitable(SFR-SCC) mix for repair of beams. Water-cementitious materials (w/cm) ratio, sand/coarse aggregate ratio and presence of basalt dust were the main variables taken into consideration. The test results showed that the mix design for the SCC mixes without steel fibers can be achieved by satisfying the flowability criterion.But for the design of self- consolidating concrete mixes with steel fibers , both theflowability and passing ability criteria must be satisfied. Basalt dust was found to be necessary for SCC mixes without fibers with sand/coarse aggregate ratios of 0.9 and 0.8, and also for developing SCC mixes with crimped steel fibers. SFR-SCC mix with sand/coarse aggregate of 1.1 had satisfactory results in both fresh and hardened properties. SFR-SCC mixes with sand/coarse aggregate of 0.9 and 0.8 did not satisfy fresh properties criteria even with dust/coarse aggregate ratio of 0.4. The suggested SFR-SCC mix was used to repair a beam cracked due to shear stresses. For this purpose, two RC beams were cast and tested under three-point loading. One beam was tested as control beam and the other beam was repaired using the suggested mix. The inclined cracking and ultimate load of the repaired beam were increased by87.5% and 91% comparing to the control beam, respectively.The flexural stiffness was increased significantly for the repaired beam comparing tothe control beam. The test results also showed the great contribution of SFR-SCCin both compression and tension zones.