مهدی سلیمانی قره گل

The industrial data gathered from the control room of the Phase 2 plant and the initial processing of the data were utilized in the SIMKA software which determined 13 parameters affecting the consumption of media in semi-autogenous grinding. Based on the results, it was found that in multivariate analysis methods, the amount of filling increases with increasing input tonnage. The filling is directly related to input tonnage and power and is associated with ball charge, which increases with increasing ball charge. By increasing the level of the grinding load, the amount of mineral-mineral collision decreases, and the ball-ball collision increases, causing the consumption of grinding media. The simulation results clearly showed that in the face of the problems created, instead of changing the size of the balls and enlarging them, which leads to the breaking of liners and nets, it is recommended to increase the percentage of ball accumulation to its maximum (%15), particularly in hard feed. This study clearly shows that the effect of particle size is even greater than the effect of particle hardness.

In urban environments, due to the existence of structures in the city such as buildings and, more importantly, the presence of people in them, as well as existing underground structures such as service spaces including sewage tunnels, aqueducts, and adjacent tunnels, there have been always concerned about damages to these structures and their interactions existed as a result of tunneling. Significant interaction effects can occur when a new tunnel is dug in the vicinity of an existing tunnel. For example, the construction of a new tunnel could impose unauthorized deformations or bending moments on the existing structural support system. This interaction depends on parameters such as the distance of the tunnels, the size of both tunnels, the rigidity of the support system and the method used to locate the second tunnel, and the geotechnical characteristics of the excavation site.Aqueducts are underground structures and excavating new tunnels can have special interaction effects on these structures. An aqueduct is a subterranean canal with a gentle slope, which connects water-rich zones at high altitudes to the fields where cultivation takes place.According to studies, the interaction between underground structures is one of the critical factors that affect ground displacement and subsidence. The effect of the interaction between the tunnels as well as the amount of face pressure on the ground subsidence has been investigated using methods such as physical modelling, numerical modelling, and local measurements. In this paper, the effect of face pressure has been investigated in excavating the 2nd tunnel Line of Tabriz Metro on existing aqueducts. It is worth noting that for 3D modelling, FLAC3D software is used in this paper.

This paper carried out the study on removing cyanide from aqueous solutions by modified zeolite with hexadecyltrimethylammonium bromide. After determining the properties of the prepared adsorbent by the XRD, SEM, FTIR, and BET techniques, the effect of parameters such as the initial concentration of cyanide, pH, contact time, temperature, and the ionic strength of cyanide was examined by batch tests, and the effects of bed depth and flow rate on the performance of cyanide adsorption was investigated by column process. The XRD analysis showed the presence of clinoptilolite mineral in the structure of the raw zeolite, and the surface coating of raw zeolite by surfactant was detected by the SEM method. The FT-IR results confirmed the adsorption of cationic surfactant on the surface of the modified zeolite. The Langmuir, Freundlich and Tamkin adsorption models showed an excellent ability to describe the cyanide adsorption isotherm using the studied adsorbent. The adsorption capacity of cyanide by modified zeolite was 3.97 mg/g, significantly increased compared to the maximum adsorption capacity of raw zeolite cyanide (0.54 mg/g). The pseudo-second-order model has an excellent ability to describe the adsorption kinetics of cyanide contaminants using natural and modified zeolites. Maximum cyanide uptake capacity was achieved at pH value 8. Cyanide removal decreased with increasing pH and ionic strength of the stock solution and increased with an increase in solution temperature. Column study results confirmed that the adsorption capacity increased with the increasing bed depth, and decreased with increasing flow rate. Yoon-Nelson curves are closer to the experimental curves with high R2 values.

Nowadays, the design, architecture and urban beautification by solar panels to absorb clean energy that leads to the reduction of greenhouse gases and environmental pollution have attracted the attention of architects and engineers. In this article, due to the importance of the subject, a model is presented to obtain the most optimal angle of the panels to obtain the highest efficiency, so that the highest possible efficiency can be obtained by examining the different angles of placing the panels towards the sun in different components of the building.

The current research is applied in terms of purpose and has a quantitative approach. In this article, a 2 kW power plant, separated from the electricity distribution network, located in Almanabad area of Urmia city, has been selected, and by entering its specifications in the PVsyst software and performing simulation, the information related to the produced energy for all months has been examined.

The results show that The results showed that installing solar panels in different parts of the building with optimal angles creates the highest efficiency in all months. The comparison of the efficiency calculated in the optimal angles extracted from the software and the practical efficiency in the sample power distribution plant shows that the energy produced in both cases has a slight difference, which shows the confirmation of the simulations.

If the solar panels are set at the most optimal possible angle every month, they will have 5.8% more efficiency than the fixed state during a year. Therefore, in this research, various plans for urban design and beautification by solar panels are suggested, which in addition to maintaining efficiency, have a suitable design in terms of Iranian architecture.

The aim of this study was to evaluate the surface modification efficiency of raw zeolite by hexadecyl trimethylammonium cationic surfactant for cyanide sorption. Properties such as mineralogy, morphology and elemental composition of sorbents were determined. Batch and column tests were performed to evaluate the sorption efficiency of raw and modified zeolite from solution and released from the cyanide polluted pulp. The presence of clinoptilolite mineral and surfactant surface coating due to modification using surfactant was confirmed by X-ray diffraction analysis and electron microscopy images. The results of isotherm experiment showed that modification of zeolite with surfactant increased the adsorption capacity of cyanide by zeolite 7 times compared to the raw sample and the maximum adsorption capacity of cyanide by modified zeolite was 3.97 mg/g. The ability of surfactant-modified zeolite to sorb more cyanide than raw zeolite was confirmed by the results of the column test on the cyanide released from the pulp. It was observed that with increasing time, the concentration of cyanide in the outlet solution increases, but this increase in the cyanide concentration in the outlet solution of the column containing the modified zeolite is less than the raw zeolite.

Cyanide is one of the most important and harmful pollutants released to the environment and as a result of industrial activities, aquatic environments are the most important route for exposure of living organisms to this pollutant. This research aimed to study the adsorption of cyanide by raw zeolite and modified zeolite with surfactant. Using the cationic surfactant of hexadecyltrimethylammonium bromide, the raw zeolite was modified. After the determination of prepared adsorbent properties and isothermal experiments, kinetics, the effect of pH, and the ionic strength of the stock solution was measured by batch tests. The XRD results confirmed the presence of clinoptilolite mineral in the structure of the raw zeolite and the surface coating of raw zeolite by surfactant after modification was observed by SEM images. The Langmuir, Freundlich and, Tamkin adsorption models showed an excellent ability to describe the cyanide adsorption isotherm using the studied adsorbent. The adsorption capacity of cyanide by modified zeolite was 3.97 mg /g, which is significantly increasing compared to the maximum adsorption capacity of raw zeolite cyanide (0.54 mg /g). Modelling of kinetic data showed that pseudo first-order and pseudo second-order models have an excellent ability to describe the adsorption kinetics of cyanide contaminants using natural and modified zeolites. Cyanide removal by surfactant-modified zeolite decreased with increasing pH and ionic strength of the stock solution. The results of this study showed that the modification of zeolite with surfactant could be used as a non-toxic and efficient adsorbent to remove cyanide from aqueous solutions in the bed of the tailings dams of the Zareshoran mine processing plant in Takab city of West Azerbaijan province of Iran.