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Go to Editorial ManagerThe study area is located between latitude 33° 51.9 -34° 19 and latitudes 42° 15.83 to 42° 40.3 in the northwest part of the Governorate of Anbar. The research focuses upon the analysis of Heavy Metal variation between the dam of Haditha and the dam of Al Baghdadi in (8) wells and (4) springs. Nine heavy metals, including Zn2+, Fe2+, Cd2+, Mn2+, Pb2+, B2+and As2+, were analyzed for the wells and springs samples in August 2019 and March 2020. Present study shows a spatial and temporal change in heavy metals, whereas all well samples did not exceed allowable limits suggested by WHO and IQS. A major source of High values of heavy metals in some water samples of springs may be due to the effects of Agriculture, Fertilizers, pesticides and fish lake. The results also show a variation in the depth and source of wells, reflected by different co-existing sources. In addition to some human activities, which raise the level of concentrations.
Agricultural, industrial, and household debris can be employed as biosorbents to extract heavy metals from water that has been contaminated. Kitchen waste includes, among other things, peels from promotional gates, lemons, avocados, apples, kiwis, watermelons, and onions. Moreover, coffee and tea grounds are considered to be household refuse. This review illustrates the scholarly investigations that explored the potential of various waste materials as adsorbents for wastewater treatment. An extensive array of experiments was conducted to determine the variables that influence the capacity of these materials to adsorb heavy metals. To undertake the experiments above, different concentrations of biosorbent were introduced into the effluent at various contact times and pH levels. The researchers investigated the effects of varying these parameters and found that the biosorbent's ability to adsorb heavy metals is directly proportional to these factors. The results and conclusion indicated that the impact of biosorbent concentration and contact duration on the pH of contaminated water was assessed. To encourage the incorporation of industrial, agricultural, and household refuse into water treatment processes rather than permitting it to accumulate as an environmental hazard.
Bitumen is a standard material for road infrastructure that is black in color, sticky, and thermoplastic in nature. It is well-known for its many applications. Due to rising traffic, global warming, and the constant introduction of new pavement varieties, forecasting road life has become increasingly complex in recent years. At the same time, a significant quantity of vehicle tires and waste engine oil (WEO) from different cars are dumped into the environment as hazardous waste. Additionally, it has been challenging to manage heavy metals and the substantial costs associated with their sustainable treatment. Therefore, this study looks at how Waste Engine Oil (WEO) and Crumb Rubber Modifier (CRM) affect the characteristics of PEN60-70 asphalt binder. The asphalt binder has been subjected to several tests at different temperatures due to the use of various concentrations of CRM and WEO. To reduce the usage of virgin bitumen (VB) and make bitumen a sustainable material, this study investigates modified bitumen using a waste crumb rubber modifier (CRM) combined with WEO. These WEO concentrations (5% and 10%) and CRM concentrations (0%, 4%, 8%, and 12%) were used in the characterization of modified bitumen, and then the characteristics of virgin and modified bitumen were compared. According to the study, adding WEO to CRM-modified binders reduces softening points by increasing penetration, as well as viscosity and workability, while CRM enhances rutting resistance. Nevertheless, the incorporation of WEO has a detrimental effect on the binder's ability to resist rutting. The study's findings also indicate that the use of WEO and CRM can enhance the resilience of asphalt mixtures to low-temperature cracking. According to the study's findings, adding WEO to co-modify CRM binders significantly reduced their softening point and viscosity values, making them easier to work with. Ultimately, the modified asphalt was found to exhibit positive rheological and physical modifications in the bitumen.