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<title>Annals of Civil and Environmental Engineering</title>
<link>https://www.theskygallerypattaya.com/hjcee</link>
<description>A Heighpubs Open Access Journal</description>
<language>en-us</language>
	<item>
		<title>Climate and garbage</title>
		<pubDate>01/21/2021</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1027.php</link>
		<description>&amp;lt;h2&amp;gt;Review&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Humanity has destroyed 70% of the land by arable land, reservoirs, asphalt, concrete, garbage and ore landfills.&amp;lt;/p&amp;gt;</description>
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		<title>Industrial control systems: The biggest cyber threat</title>
		<pubDate>12/04/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1026.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Industrial control systems (ICS) are critical, as in these systems, cyber threats have the potential to affect, disorganize, change their mode of operation, act as an information extraction vehicle, and ultimately turn against itself. Creating risks to the system itself, infrastructure, downtime, leakage of sensitive data, and even loss of human life. Industrial control systems (ICS) are vital to the operation of all the modern automated infrastructure in the western world, such as power plant and power stations. Industrial control systems (ICS) differ from the traditional information systems and infrastructures of organizations and companies, a standard cyber security strategy cannot be implemented but part of it adapting to the real facts and needs of each country, legislation and infrastructure. These systems require continuous operation, reliability and rapid recovery when attacked electronically with automated control, isolation and attack management processes. Incorrect settings and lack of strategic planning can lead to unprotected operation of critical installations, as they do not meet the cyber security requirements. Industrial control systems (ICS) require special protection in their networks, as they should be considered vulnerable in all their areas, they need protection from cyber attacks against ICS, SCADA servers, workstations, PLC automations, etc. Security policies to be implemented should provide protection against cyber threats, and systems recovery without affecting the operation and reliability of operating processes. Security policies such as security assessment, smart reporting, vulnerability and threat simulation, integrity control analysis, apply security policy to shared systems, intrusion detection and prevention, and finally firewall with integrated antivirus and sandbox services should be considered essential entities.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Impact of mineralformation on restoration of the soil structure in nakhchivan AR and geographical spreading legitimacy</title>
		<pubDate>06/03/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1025.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The silt fractions have a great impact in soil structural formation. If the soil forming rocks don&amp;amp;rsquo;t disturb, crush and weather, the soil forming processes on them occur weakly, the organic substances cause formation of the loamy stratums without completely turning. This mostly influences the initial soil forming layers. The reproduction minerals in these soils cause initial minerals majority by occurring weakly. If these processes occur quickly then they cause a gradual increase of the reproduction minerals and reduction of the initial minerals.&amp;lt;/p&amp;gt;

&amp;lt;p&amp;gt;The heights of the zones where the geographical spreading of such stratums is situated depend on levels.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Methods of identification models of soil humidity</title>
		<pubDate>06/03/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1024.php</link>
		<description>&amp;lt;p&amp;gt;For the operational forecasting of the dynamics of moisture reserves, it is reduced to the prediction of precipitation and total evaporation (E).&amp;amp;nbsp;The remaining elements of the balance either do not change over time, are either known or are defined as functions of P and E.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Study of the influence of relay elements on the erosion process on the basis of GIS technology</title>
		<pubDate>05/29/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1023.php</link>
		<description>&amp;lt;h2&amp;gt;Annotation&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Erosion has become widespread in the local climatic conditions of Azerbaijan. From this point of view, different types of erosion (washing, erosion, deflation, etc.) can often be found in many soil types formed in the territory of the republic. It should be taken into account that as a result of erosion, the top fertile layer of the soil is washed away and as a result, the soil is deprived of the humus layer. In the presented article, the effect of relief elements on the erosion processes occurring in the lands of Gadabay region was studied on the basis of GIS technologies.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Therapeutic benefits of lemongrass and tea tree</title>
		<pubDate>06/29/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1022.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Lemongrass is a culinary herb with a lemony aroma.it is mostly cultivated in Southeast Asia, Sri Lanka, Indonesia and India. It is conventionally used for relieving anxiety, stress and pain. Because of the presence of limonene and citral, lemongrass extracts exhibits antimicrobial, antidandruff and anti-inflammatory effects. However Tea tree extracts are mostly employed in the treatment of dermal, inflammatory and microbial infections.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Risk evaluation and modeling of soils contaminated with Polycyclic Aromatic Hydrocarbons (PAHs) in parts of Bonny Island, Niger Delta, Nigeria</title>
		<pubDate>05/27/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1021.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Environmental impact of a recent oil spill incident in Bonny terminal using soil media was studied using a risk-based modeling approach. The establishment of the presence of contaminants of concern (CoC), evaluation/assessment, modeling spilled volume and ascertaining potential health risk associated with the spill incident was carried out. The Contaminant of Concern (CoC) included Total Petroleum Hydrocarbons (TPH) and Polycyclic Aromatic Hydrocarbons (PAHs). Soils and groundwater were sampled in the vicinity of the spill incident and further away into the surrounding communities. Soils were sampled into the depths (0.1 m, 0.5 m,1.0 m, 1.5 m), and the results of sieve analysis revealed that the area is predominantly silty sand in composition. This study also revealed that TPH concentration at all locations and depths exceeded DPR target value of 50 mg/kg. The TPH model revealed that a total volume of 222,500m3 of the spill area exceeded DPR intervention value of 5000 mg/kg. The results of PAH showed that only BS-1, BS-6, BS-8, BS-9 and BS-10 exceeded DPR target value of 1.0 mg/kg at some depths. All other sample depths and locations were within the target limit. The 3-D grid generated for PAH showed that 563,000m3 of the study area exceeded the DPR target value. The 3-D block models generated for TPH and PAH, along with the cross-sections and extracted time slices all showed that the concentration of the Contaminant of Concern (CoC) generally decreased with depth, and the centre of the spill located at the south-eastern part of the survey area. Based on these models, three spill zones were identified; Zone 1-highly contaminated areas (BS-8, BS-9, BS-10); Zone 2 - moderately contaminated areas (BS-1, BS-2, BS-6, BS-7); and low contaminated areas (BS-3, BS-4, BS-5). The entire soil in the area were contaminated with TPH and 47% of the area contaminated with PAH. This study has shown the effectiveness of the use of a model-based approach in quantifying hydrocarbon contamination volumes in the area. There is therefore the need for continuous monitoring of hydrocarbon spills in the area.&amp;lt;/p&amp;gt;</description>
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		<title>Studies of the possibility of determining amplifications in kinematic pairs</title>
		<pubDate>05/11/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1020.php</link>
		<description>&amp;lt;h2&amp;gt;Annotation&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The article discusses approaches to solving problems of accurately determining strength in kinematic pairs. It is known that the nature of the bonds imposed by kinematic pairs is determined by the geometric shapes of the elements of the pairs. For what, here, the bonds acted during the entire time the mechanism was moving, so that the elements of the kinematic pairs would continuously touch each other. Where it is recognized that one of the simplest methods for taking into account the inertia of a link is the principal moment method. How the contradiction is sought is here because the normal acceleration has a direction opposite because normal acceleration has a direction opposite to the link (directed toward the center), and the image of tangential acceleration is directed parallel to this acceleration. The following simplification can be made if the main vector of inertia is considered together with the weight of the link.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>A comparative study of solid waste management in the United States, Europe and Asia</title>
		<pubDate>04/17/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1019.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Managing municipal solid waste correctly is critical to the success of a society. Many regions and countries in the world are behind others in the context of solid waste management. In order to compare three such regions within this context, a meta-analysis was conducted in order to develop a decision matrix. Within this decision matrix, the United States, Europe, and Asia were compared to determine which region is managing municipal solid waste the best. This research design allowed for compiling information from many sources to increase the accuracy of data used in the justifications for the decision matrix. Purposive sampling was used to select and evaluate sources that discuss solid waste management to discern which region&amp;amp;rsquo;s processes are most favorable in many parameters. The decision matrix consists of nine parameters: main management techniques; finances; landfill taxes; jobs created; waste generation; waste composition; waste storage, collection, and transportation; energy recovery; and environmental health. Each was scored on a scale from zero to ten, ten being the best score and zero being the worst. The final score from the decision matrix suggested that Europe had the most favorable municipal solid waste management (MSWM) system, and the United States had a notably close yet lower score. Asia had the lowest score that was hardly comparable to the other two regions.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Alps and climate</title>
		<pubDate>04/15/2020</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1018.php</link>
		<description>&amp;lt;p&amp;gt;Pines have been discovered to die in the Alps. In any place of skiing, you can find dried pine trees from 2x to 20 meters high. In each zone of visibility of the forest mass of such pines, there are from 1 to 90%. I wonder if science deals with this issue?&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>The place of health innovation in space to improve the lives of earthlings</title>
		<pubDate>08/27/2019</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1017.php</link>
		<description>
	For over twenty years, following the creation of space stations, MIR first and then the ISS (International Space Station) men (3 to 6) live and succeed each other continuously about 300 - 400 km of altitude to make scientific experiments. For this reason sending men into space has become an activity &amp;ldquo;almost banal or regular &amp;ldquo;but this remains potentially a very dangerous environment for the adapted manon Earth and thus requires medical monitoring to ensure the health of astronauts and the persistence of their ability during their mission. In general, the medical benefits on Earth of space conquest go far beyond envy and the need for man to discover the cosmos but to develop many tools medicines to also offer solutions for all living beings on Earth!
</description>
	</item>
	<item>
		<title>Research of possibilities of studying the areas of development of erosion of slope lands in Azerbaijan and fight it</title>
		<pubDate>07/15/2019</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1016.php</link>
		<description>&amp;lt;h2&amp;gt;Annotation&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The study proved that in gully systems with the largest catchment area ranging from 5.0 to 28.8 km2, the degree of dismemberment of gully systems is small, varies mainly from 1 to 3 km / km2, less often from 3 to 5 km / km2. As can be seen, the average annual growth of ravines is 0.34 ... 7.48 m in length, 0.20 ... 2.48 m in width, 0.10 ... 1.16 m in depth. The intensity of erosion development (ravine, planar, etc.) is mediated by their catchment area. Moreover, the degree of division of individual gully systems here is not dependent on their catchment area, moreover, the greatest dissection is observed in gully systems that have the smallest catchment area, which is associated with the conditions of their location.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Investigation and analysis of fracture failure and fatigue cracking in Highrise pavement using simulation software of ABAQUS</title>
		<pubDate>05/27/2019</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1015.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Assuming that the road infrastructure has been implemented in accordance with specifications and standards, poor adhesion between the two layers of asphalt mix can be a significant cause of pavement problems. The general problem observed with the weak adhesion between the layers is the slip failure. Slipping disruption in areas where transport acceleration increases, in areas where acceleration decreases or may occur in bumps. One of the criteria and a test method for measuring adhesion resistance between the hot mix asphalt layers is needed to improve the surface finish. The main objective of this study is to determine the effect of reducing the coefficient of friction between asphalt layers in the displacement of asphaltic layers. Because performing experimental experiments in the country is a deterrent to this goal, the use of analytical and numerical methods has been shown to play an important role in conducting studies. Therefore, in this paper, using vehicle simulation in ABAQUS software and analyzes, it has been found that decreasing the coefficient of friction (adhesion reduction) increases the interlayer deformation, which causes the surface of the pavement to fail. Three different thicknesses for asphalt cladding, including 4, 6, and 7 centimeters, and three different thicknesses for roller concrete layers of 18, 20 and 22 centimeters are used. Modeling and analysis of pavements with finite element method has been performed and the depth of the asphalt and tensile strain slope is calculated at the maximum level. The results show that the type of asphalt mix has a high impact on the amount of sloping and tensile strain at the maximum level. So that under different conditions it is estimated to be about 2-3 times in the amount of rotation at the surface. Also, the amount of groove and strain in the middle of the procedure is increased by a thickness of 11% the thickness of the roller concrete thickness has not changed, but the surface strain has been reduced by 9%.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>A qualitative method for determining the surfaces between asphalt layers using ABAQUS software</title>
		<pubDate>04/25/2019</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1014.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The analytical models are mainly combined with numerical equations for the problems of the pavement under the wheel load. Different assumptions can be considered, such as elastic asphalt and viscoelastic as well as static or dynamic load. Mainly on deformation at the bottom of asphalt and tension layers focus on subgrid. The pavement structure was considered as layers with uniform characteristics. Therefore, this analytical model calculates the three-dimensional contact tension between the wheel and the pavement and the shape of the contact area. Basis and subgrid are considered linear and the asphalt layers can be linear or viscoelastic. This model is based on the results of direct shear stress tests at an axial load constant. The curves obtained from this experiment can be defined by three parameters: the maximum shear stress (shear stress curve versus shear displacement), the interaction modulus between the layers (the same curve slope) and the friction coefficient after the failure. Due to the ability of ABACOUS software, this project is done with this software. One of the methods widely used to predict viscoelastic responses of asphalt mixtures is the finite element method. ABAQUS software is one of the tools that can simulate mixed asphalt behavior based on a finite element method, taking into account all the determinant parameters. The use of the Prony series is one of the common techniques for describing the viscoelastic behavior of asphalt mixtures in ABAQUS software. For this purpose, it is necessary to determine the parameters required for this field, including proven constants, moment elastic modulus, and asphalt mixture poison ratio. On the other hand, the determination of these parameters through testing in addition to spending time and costs requires laboratory equipment. Therefore, in this thesis, a three-dimensional finite element model with ABAQUS software was constructed to analyze the persistent pavement using theoretical relations without conducting the experiment. Also, viscoelastic behavior of common asphalt mixtures and time dependence of its responses at different temperatures can be modeled in ABAQUS software. After performing the shear stress test for different axial loads, different temperatures, with or without a single coil, they found that all parameters are temperature dependent and the coefficient of friction does not depend on the applied axial load. This new model improves the accuracy of the finite element model and its important role can be an analytic expression that includes all the variables that are effective in the problem.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Study the effect of transient vibration on multi-storey building structure according to equivalent spring-mass system performed by Ansys</title>
		<pubDate>04/16/2019</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1013.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The carried work has based on transient vibration response of multiple degrees of freedom (MDOF) system. By this work study of Time&amp;amp;ndash;history analysis and prediction of the displacement for excitation has done. For the MDOF system, we have taken the four-storey building to done transient vibration. We establish the equivalent spring-mass system. Transient analysis has done for both Undamped and Damped of the forced system of multiple degrees of freedom (MDOF) system. In the case of the Damped system, we have done three stages of damping, i.e., (1) Underdamped system, (2) Critically damped system, (3) Overdamped system. The time-history graph obtained for two different time stages i.e. 0.001 sec &amp;amp;amp; 0.01 sec with initial time 0.000001 sec. The natural frequency has determined by both theoretical calculation and ANSYS. The whole study of transient vibration makes it possible to predict the damping values that oppose any kind of sudden impact or force vibration, such as blasts, earthquakes and tsunamis. The ANSYS is the modelling and simulation software is used to perform the transient vibration response. The Mode Superposition method is used by ANSYS to calculate the structure response.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Damu-Safen pesticide exposure risk assessment, EC (fomesafen, 250 g/l)</title>
		<pubDate>01/11/2019</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1012.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Annually the list of pesticides is replenished by new ones. One of the main criteria for their registration is toxicological and hygienic assessment and its impact on the environment.&amp;lt;/p&amp;gt;

&amp;lt;p&amp;gt;In order to register the new soy herbicide Damu - Safen, EC (fomesafen, 250 g/l) it was necessary to assess its toxicological and hygienic impact on the environment and humans. Therefore, for the first time we conducted studies of the environmental objects under the influence of Damu-Safen, EC (fomesafen, 250 g/l) and the risk assessment of the active substance fomesafen and pesticide Damu - Safen, EC on the workers. According to the results of the assessment of working conditions for the workers of the tanker and the tractor operator, an acceptable risk was obtained that meets regulatory and hygienic requirements. Residual amounts of fomesafen not exceeding the normative levels were found during conducted studies on environmental objects.&amp;lt;/p&amp;gt;

&amp;lt;p&amp;gt;Consequently, the results of the risk assessment in the application of pesticide Damu-Safen, EC (fomesafen, 250 g/l) and its impact on the working people and environmental objects indicate the possibility of its application in compliance with optimal environmental conditions and compliance with regulations for appliances and personal protective equipment.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Effect of cement solidification on strength and leaching properties of Heavy Metals Contaminated Soil</title>
		<pubDate>08/13/2018</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1011.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;This study investigated the effect of Portland cement on stabilization of heavy metal contaminated clayey soils that may give range of geo environemntal benefits. The absolute concentration of heavy metals: Lead (Pb), Zinc (Zn), Chromium (Cr), Cadmium (Cd) and Copper (Cu) were measured using an inductively coupled plasma atomic emission spectroscopy (ICP-AES). A series of laboratory scale experiments such as unconfined compression test (UCT), pH test and synthetic precipitation leaching procedure (SPLP) were performed to study the effects of curing time and cement content on the unconfined compressive strength (UCS) and leaching characteristics of heavy metals. According to results, excessive concentration of heavy metals are present in the topsoil of Shanghai Jiao Tong University (SJTU) among which Pb, Zn and Cd were most prominent. Other test results showed that the dry density of both C4 and C8 soil samples increases with curing time. Similarly the compressive strength (qu)of C4 and C8 samples at 21 d of curing increases by 40% (113 kPa-288 kPa) and 15% (745kPa-864 kPa) respectively, as compared to the 7 d of curing. Besides, the test results showed a prominent decrease in the leached concentration of heavy metals with increasing curing time.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Use of Geosynthetic materials in solid waste landfill design: A review of geosynthetic related stability issues</title>
		<pubDate>06/22/2018</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1010.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Geosynthetics used in landfills provides a technical and economic advantages over traditional clay liners. It may create stability issue and even lead to landfill failure due to its low interface or internal shear strength if improperly designed and/or constructed. The most common failure mechanism in geosynthetic-lined landfills is transitional failure involving waste and bottom liner (deep-seated failure) or only final cover system (shallow failure). Shear strengths of geosynthetic-geosynthetic and geosynthetic-soil have a wide range of variations. Shear strengths of interface from literature may be used in preliminary design. For final design, site-specific interface shear strengths shall be used. Internal shear strengths of unreinforced geosynthetic clay liner (GCL) are less than those of reinforced GCLs. Unreinforced GCLs are not recommended for slopes steeper than 1:10 (1 Vertical and 10 Horizontal). Peak shear strength of interface and internal GCLs can be used in bottom liner; residual shear strength of interface and internal GCLs shall be used for geosynthetic placed along the slopes. Site-specific shear strengths of waste are recommended to be used in the design. Landfill failure could be triggered by static loadings including excessive leachate, pore pressure above the bottom liners, gas pressure, and excessive wetness of the geomembrane-GCL, and earthquake loading. The factor of safety of 1.5 is recommended for static loading and 1.0 for earthquake loading. A higher factor of safety is recommended if a failure could have a catastrophic effect on human health or the environment, and if large uncertainty exists in input parameters to calculate the factors of safety. The main objective of this review article is to provide a comprehensive knowledge of slope failure mechanisms, causes, and probable remedies in one place.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Automatic control and protection of Coal Conveyor System using PIC</title>
		<pubDate>05/04/2018</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1009.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The Coal conveyor system forms an integral part in Thermal Power plant owing to the fact that the overall efficiency of the plant is dependent on the rate at which the coal is carried to the crusher unit. But, as of now, only manual labors are employed to regularly monitor the operation of conveyor system which is highly risky. Hence, by means of a Microcontroller like PIC makes the controlling process much easier. The flaws that occur in the conveyor system are mostly due to the temperature at which the coal is carried and also due to the attrition in the belt. By means of a Temperature sensor and an IR sensor this could be regularly monitored and during any abnormal situation, this initiate Cooling fan in case of high temperature and signals an alarm whenever there is any fault in the system.&amp;lt;/p&amp;gt;</description>
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		<title>Cumulative Effect Assessment: preliminary evaluation for Environmental Impact Assessment procedure and for environmental damage estimation</title>
		<pubDate>10/09/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1008.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The paper presents and develops the issue of Cumulative Effect Assessment (CEA) in the Environmental Impact Assessment (EIA) screening procedure established by the State and Regional regulations In Italy. In the period 2001-15 in the territory of the Venice province (north east Italy, Veneto region) n. 328 projects (and the related environmental preliminary/definitive studies) were applied to competent Authorities (6% to the State, 39% to the Region and 55% to the Province). All the Environmental Impact Studies (EISs) and Environmental Preliminary Studies (EPSs) referring to the this territory officially applied to competent Authorities in the period 2001-2010, have been analysed with focus on the identification and assessment of cumulative effects (CEs); the projects considered and analysed for this purpose comprise a total of n. 181 EIA screening and ordinary procedures; the remaining 147 projects in the period 2011-15 (for a total of 328) are here considered only for statistical reason to an update assessment of project typologies in the same territory.&amp;lt;/p&amp;gt;

&amp;lt;p&amp;gt;The methodology applied for the analysis of the sample of environmental studies in the period 2001-10 refers to that presented by Cooper and Sheate (2002) with modifications. The investigation has been developed looking for the way in which the topic is performed by practitioners in the environmental studies as from qualitative as well as quantitative point of view. Specific attention has been paid to waste management plants which are always subject to EIA screening procedure since 2008 according to Directive 97/11/EEC and in case to the whole EIA procedure. The approach proposed by Lombardia Region (North Italy; 2010) for EIA screening procedure of waste management plants has been applied to identify CEs and modified according to the characteristics of the considered territory; it allows the performance of the project-based approach and must be completed with a regional-based approach (Dub&amp;amp;egrave;, 2003). The proposed approach can be useful in case of waste management and IPPC (Integrated Pollution Prevention and Control, Directive 96/61/EEC, amended with Directives 2008/1/EC and 2010/75/EU) plants to define the financial warranties required for the authorization of operative activity of the plants to cover potential environmental damages produced in cases of accidents and other conditions as required in Europe (art. 14 Directive 2004/35/EC on environmental liability).&amp;lt;/p&amp;gt;

&amp;lt;p&amp;gt;Several project categories were chosen and their EISs analysed as an exemplificative case according to the potential generation of cumulative impacts and the characteristics of the territory. With reference to the completed procedures where the competent Authority presented a final judgement, it has been observed that the CEA has been seldom developed due to not compulsory legal requirements as already observed by Burris and Canter (1997). Moreover, when it is considered, the methodology is limited and not systemized. Indices of impact have been identified according to emission for the main environmental components focussed with the analysis of the pressure factors of the plants. The study points out the need to analyse and evaluate the cumulative effects (CEs) at a strategic level (within the Strategic Environmental Assessment-SEA- procedure) with a view to preparing the study for EIA/EPS framework procedure for the projects derived from the corresponding plan/program. A sound knowledge of the considered territory and in particular of its pressure sources is of main importance for CEA assessment and impacts&amp;amp;rsquo; prevention. Geographic Information Sytesm (GIS) application is strongly needed for pressure sources&amp;amp;rsquo; census and control data storing.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Rapid Microbial Growth in Reusable Drinking Water Bottles</title>
		<pubDate>10/06/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1007.php</link>
		<description>&amp;lt;h2&amp;gt;Summary&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Bacteria has been known to grow in pipes of water distribution systems and bottled drinking water. Its growth in reusable drinking water bottles is not clear even though they have become more popular and used by children and adults daily everywhere. This study found that there is an extremely high level of bacteria content and a rapid microbial growth in reusable drinking water bottles. The bacteria content tested by heterotrophic plate count (HPC) is in a range of 0-2.4x105 CFU/mL with an average of about 34,000 bacteria counts/ml for bottles used by children and 75,000 bacteria counts/ml for bottles used by adults. Bacteria number can quickly increases to 1-2 million counts/ml in the bottles one day later. Considering the high level of HPC bacteria content in the reusable drinking water bottles, it may be necessary to have some control measures to reduce the bacteria level and to minimize the associated likely health risk of the disease spreading since many people use reusable water bottles every day.&amp;lt;/p&amp;gt;</description>
	</item>
	<item>
		<title>Natural and effective ways of purifying lake water</title>
		<pubDate>06/29/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1006.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Water resources play an integral part in the life of a living being. The various water resources that are present on the earth&amp;amp;rsquo;s surface are in the form of oceans, seas, lakes, rivers, ponds, waterfalls etc. Among these water resources Lakes and reservoirs are vital for people&amp;amp;rsquo;s life, industrial activities and many other day to day activities. These water resources help in obtaining water for drinking after being treated. They also provide water for agriculture and industrial usage, fishery resource, flood control functions and many other activities. Due to the closed nature of lakes&amp;amp;rsquo;, the waste material from sewage, agricultural effluents, domestic and industrial fields, gets accumulated around the surface of these water resources and once the water gets polluted, it gets strenuous to improve the quality of the water. In the study, the authors have examined different effective ways by which the quality of lake water can be improved.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Hydraulic jump experiment in a rectangular open channel flume</title>
		<pubDate>06/29/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1005.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;This paper presents a laboratory experiment for the formation of hydraulic jump in a rectangular open channel flume to accurately explore the effect of flow structures on water resources. This experiment illustrates the behavior of super-critical flow under sluice gate for various flow rates and downstream depths. Several runs are carried out using Armfield Model No. C4-MKII-5.0-11 to investigate the former computations concerning both the downstream conjugate depth and the critical depth resulting within the jump. Moreover, the model is examined to explore the sensitivity of Froude number by adjusting the flow-meter and over-shot weir in the flume. Also, the type of jump attributed to flow velocity can thus be obtained. Furthermore, both location of hydraulic jump and energy dissipated are discussed under the influence of different gate openings.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>A Preliminary Laboratory Investigation of Methane Generation Potential from Brewery Wastewater using UASB Reactor</title>
		<pubDate>05/17/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1004.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;A preliminary laboratory study was conducted using upflow anaerobic sludge blanket (UASB) reactor to investigate the potential of methane generation from brewery wastewater. Brewery wastewater from a local brewery company was collected and used in the experiments. The experiments were run for 15 days. The rate of methane production was about 5.32 L per kg of chemical oxygen demand (COD) removed per day. The pH reduction in the experimental reactor limited the ability of gas production and is likely the result of the temperature at which the experiments were conducted.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Wave Forces on Vertical Structures in Shallow Water: Numerical Evaluation</title>
		<pubDate>03/31/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1003.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;The actions exerted by waves on a coastal structure very much depend upon hydrodynamic processes that originate on shallow waters; even though significant progresses have been made in the last few years towards a full understanding of wave breaking, design work is still largely based on classical stability formulas. The recent availability of reliable models based on the numerical integration of full Navier-Stokes equations provides an important tool, but the evaluation of forces on vertical structures in shallow waters is still a particularly delicate application because of the complex hydrodynamic issues involved.&amp;lt;br /&amp;gt;
&amp;lt;br /&amp;gt;
The paper presents deals with the numerical simulation of wave effects on front of a vertical obstacle on a sloping bottom, with the objective of clarifying some physical issues which are relevant towards the applicability of numerical Navier-Stokes simulation as a design tool.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Thermal Stress Analysis of a Continuous Rigid Frame Bridge</title>
		<pubDate>03/24/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1002.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;Thermal stress of a continuous rigid frame bridge, based on the temperature gradient in Chinese bridge gauge, using a finite element analysis (FEA) method was investigated. First of all, the temperature effect of the whole bridge was analyzed, and the correlation of the improved amplitude of temperature gradient and temperature effect were studied. It was found that there was a linear relationship with temperature stress and improved temperature. And then, the temperature effect of zero block was analyzed and the details of box girder temperature stress distribution investigated by utilizing the FEA method. It was concluded that temperature stress mainly distributed in the body surface; under the condition of the improvement of temperature field, the center temperature stress of zero block was improved about 60% and the end temperature stress of zero block was improved about 75%.&amp;lt;/p&amp;gt;</description>
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	<item>
		<title>Removal of Chromium from Aqueous Solution by Thermally Treated Mgal Layered Double Hydroxide</title>
		<pubDate>01/11/2017</pubDate>
		<link>https://www.theskygallerypattaya.com/hjcee/acee-aid1001.php</link>
		<description>&amp;lt;h2&amp;gt;Abstract&amp;lt;/h2&amp;gt;

&amp;lt;p&amp;gt;MgAl based layered double hydroxide (MgAl-LDH) was used as adsorbent for the removal of chromium oxyanion from an aqueous solution. MgAl-LDH was synthesized successfully using co-precipitation method, and was characterized by X-Ray Diffractometer (XRD), Scanning electron microscopy with energy dispersive X-ray spectroscopy (SEM-EDX). MgAl-LDH was thermally treated for improving the chromium adsorption. Samples were treated at 220&amp;amp;deg;C and 450&amp;amp;deg;C. A negligible difference of total chromium adsorption capacities was observed between MgAl-LDH000 and MgAl-LDH220 as 12.56 mg/g and 11.01 mg/g. The maximum chromium adsorption capacity of MgAl-LDH was 88.07 mg/g at 500g/l chromium concentration for MgAl-LDH which has been thermally treated at 450&amp;amp;deg;C (MgAl-LDH450). The results indicated that memory effects of thermally treated MgAl-LDH at certain temperatures were retained and enhanced chromium removal efficiency.&amp;lt;/p&amp;gt;</description>
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