Subjects -> ENGINEERING (Total: 2688 journals)
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    - CIVIL ENGINEERING (237 journals)
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    - HYDRAULIC ENGINEERING (56 journals)
    - INDUSTRIAL ENGINEERING (98 journals)
    - MECHANICAL ENGINEERING (115 journals)

HYDRAULIC ENGINEERING (56 journals)

Showing 1 - 57 of 57 Journals sorted alphabetically
Air, Soil & Water Research     Open Access   (Followers: 6)
altlastenforum Baden-Württemberg e.V., Schriftenreihe     Full-text available via subscription   (Followers: 3)
American Journal of Fluid Dynamics     Open Access   (Followers: 48)
American Water Works Association     Hybrid Journal   (Followers: 23)
Annual Review of Fluid Mechanics     Full-text available via subscription   (Followers: 51)
Annual Review of Marine Science     Full-text available via subscription   (Followers: 12)
Archives of Hydro-Engineering and Environmental Mechanics     Open Access   (Followers: 1)
Asian Journal of Water, Environment and Pollution     Hybrid Journal   (Followers: 10)
AWWA Water Science     Hybrid Journal   (Followers: 1)
Bulletin of Marine Science     Full-text available via subscription   (Followers: 8)
Computers & Fluids     Hybrid Journal   (Followers: 30)
Development and Applications of Oceanic Engineering     Open Access   (Followers: 2)
Discover Water     Open Access  
Drinking Water Engineering and Science (DWES)     Open Access   (Followers: 7)
Ecohydrology & Hydrobiology     Full-text available via subscription   (Followers: 4)
Experimental Thermal and Fluid Science     Hybrid Journal   (Followers: 32)
Hydroécologie Appliquée     Full-text available via subscription  
Hydrology: Current Research     Open Access   (Followers: 9)
Hydrometallurgy     Hybrid Journal   (Followers: 11)
Ingeniería del agua     Open Access  
Ingeniería Hidráulica y Ambiental     Open Access  
International Journal of Fluid Power     Hybrid Journal   (Followers: 4)
International Journal of Hydraulic Engineering     Open Access   (Followers: 8)
International Journal of Hydrology Science and Technology     Hybrid Journal   (Followers: 6)
International Journal of Hydromechatronics     Hybrid Journal  
International Journal of Soil, Sediment and Water     Open Access   (Followers: 4)
ISH Journal of Hydraulic Engineering     Hybrid Journal  
Journal of Applied Water Engineering and Research     Hybrid Journal  
Journal of Coastal and Hydraulic Structures (JCHS)     Open Access   (Followers: 2)
Journal of Coastal and Riverine Flood Risk (JCRFR)     Open Access   (Followers: 1)
Journal of Ecohydraulics     Hybrid Journal   (Followers: 1)
Journal of Hydraulic Engineering     Full-text available via subscription   (Followers: 27)
Journal of Hydraulic Research     Partially Free   (Followers: 5)
Journal of Hydrodynamics     Hybrid Journal   (Followers: 2)
Journal of Hydrologic Engineering     Full-text available via subscription   (Followers: 40)
Journal of Hydrology and Hydromechanics     Open Access   (Followers: 4)
Journal of Marine Science and Application     Hybrid Journal   (Followers: 2)
Journal of Ocean University of China (English Edition)     Hybrid Journal   (Followers: 1)
Journal of the Marine Biological Association of the UK     Hybrid Journal   (Followers: 23)
Journal of Water Process Engineering     Full-text available via subscription   (Followers: 3)
Journal of Water Resources Planning and Management     Full-text available via subscription   (Followers: 65)
Journal of Waterway Port Coastal and Ocean Engineering     Full-text available via subscription   (Followers: 7)
LARHYSS Journal     Open Access  
LHB Hydroscience Journal     Open Access  
Limnology and Oceanography: Fluids and Environments     Full-text available via subscription   (Followers: 5)
Marine Genomics     Hybrid Journal   (Followers: 1)
Marine Science     Open Access   (Followers: 4)
Marine Structures     Hybrid Journal   (Followers: 4)
Maritime Studies     Open Access   (Followers: 12)
Navigation     Full-text available via subscription   (Followers: 268)
Proceedings of the Institution of Civil Engineers - Water Management     Hybrid Journal   (Followers: 7)
Regional Studies in Marine Science     Hybrid Journal   (Followers: 1)
Revista de Ingeniería Hidráulica y Ambiental     Open Access  
Revista Ingeniería Agrícola     Open Access  
Ribagua : Revista Iberoamericana del Agua     Open Access  
Water SA     Open Access   (Followers: 2)
Water Science and Engineering     Open Access   (Followers: 13)
Similar Journals
Journal Cover
Archives of Hydro-Engineering and Environmental Mechanics
Journal Prestige (SJR): 0.116
Number of Followers: 1  

  This is an Open Access Journal Open Access journal
ISSN (Print) 1231-3726 - ISSN (Online) 2300-8687
Published by Sciendo Homepage  [370 journals]
  • Numerical Modeling of the Pipeline Uplift Mechanism in Clay

    • Abstract: Buried pipelines are a vital infrastructure and are mainly used to transport energy carriers and other essential products. The pipes are generally buried in the upper layer of soil deposits and, therefore, are highly affected by different geo-environmental conditions. The various pathological cases recorded in the world are caused by the degradation of structures in contact with swelling soils, the fact that necessitates a full understanding and investigation of such a phenomenon. This paper presents a method for the pipeline behavior modeling based on the finite element analysis by using PLAXIS 3D software, aimed at the determination of the pipe bending moment, displacement over its length, and the evaluation of vertical stresses in soil under the pipe. A parametric study has been carried out to investigate the effect of the pipe burial depth and the soil cohesion. The finite-element results have been compared with experimental data from the literature. It was found that, unlike laboratory models, the numerical analysis can account for the internal pressure in the pipe and the depth of the pipe burial. The finite-element analysis showed that the presence of fluid pressure inside the pipe results in a decrease in the maximum swelling of the soil by about 95%. The displacement of the pipe is considerably affected by the burial depth. The vertical stress at one end of the pipe can be greater than that at the other end in the case of a pipe under internal pressure, while in the case of an empty pipe, the values are very close at both ends. The numerical analysis shows that an increase in the pipe internal pressure leads to a decrease in its vertical displacement.
      PubDate: Tue, 18 Jan 2022 00:00:00 GMT
       
  • Developing the Regression Equations to Determine the Bankfull Discharge
           from the Basin Characteristics

    • Abstract: Bankfull discharge is an important criterion for flash flood warnings. In this study, the authors propose a new approach to determine the bankfull discharge for basins in Ha Giang province, Vietnam. The study combines the field survey to determine the bankfull discharge through the bankfull indicators and develop a multivariate regression equation between the bankfull discharge and the basin characteristics. The results of the study give a simple equation with 2 independent variables. They are the catchment area and the main river length. They show a strong relationship with the bankfull discharge with the R2 indexes in developing and validating process equal to 95.3% and 92.7%, respectively. With this approach, the workload is significantly reduced. However, the accuracy and flexibility of the total discharge calculation are enhanced. This will be the foundation to reduce uncertainty in flash flood warnings.
      PubDate: Tue, 18 Jan 2022 00:00:00 GMT
       
  • Artificial Neural Network for Estimation of Local Scour Depth Around
           Bridge Piers

    • Abstract: Local scour around bridge piers impairs the stability of bridges’ structures. Therefore, a delicate estimation of the local scour depth is vital in designing the bridge piers foundations. In this research, MATLAB software was used to train artificial neural network (ANN) models with four hundred laboratory datasets from different laboratory studies, including five parameters: pier diameter, flow depth flow velocity, critical sediment velocity, sediment particle size, and equilibrium local scour depth. The outcomes present that the ANN model with the Levenberg-Marquardt algorithm and 11 nodes in the single hidden layer gives an accurate estimation better than other ANN models trained with different training algorithms based on the regression results and mean squared error values. Besides, the ANN model accurately provides predicted local scour depth and is better than linear and nonlinear regression models. Furthermore, sensitivity analysis shows that removing pier diameter from training parameters diminishes the reliability of prediction.
      PubDate: Tue, 18 Jan 2022 00:00:00 GMT
       
  • Determination of the Effect of Sidewall Friction in Reinforced Soil
           Retaining Wall Experiments

    • Abstract: A simple approach to estimate sidewall friction in reinforced soil model experiments conducted in parallel-sided test boxes with unlubricated walls is proposed. Analytical solutions are developed for reinforced soil slopes and retaining walls subjected to self-weight or external loading. It turns out that the frictional effect depends on the shape of the failure zone and the value of friction coefficient between soil and a sidewall material. The theoretical predictions were verified in laboratory experiments in a test box with lubricated and unlubricated sidewalls. It was shown that the method can be used to estimate sidewall friction not only under failure conditions, but also under all stages of surcharging prior to failure.
      PubDate: Tue, 18 Jan 2022 00:00:00 GMT
       
  • Analyzing the Impact of Large Dams on Seismicity Patterns around Their
           Locations

    • Abstract: Dam construction is one of the most popular solutions for managing water resources. In recent years, changes in patterns of regional seismicity associated with large impoundment dams have raised concerns among environmentalists. In this study, five large dams located in Iran were studied from this perspective. The Gutenberg-Richter, linear regression and T-test were used to examine the seismic changes in the radius of 100 km of each of the dams during a twenty-five-year period before and after the construction of the dams. The results revealed that the seismicity level and relative density of large and small earthquakes in three of these dams have increased after dam construction. A significant difference between the magnitude of earthquakes, as well as the number of earthquakes before and after the construction of dams in the region, was recognized. However, the results of the T-test statistical analysis indicated that the mean depth of the earthquakes and their distance from the dams before and after construction have not changed significantly. Overall, these results indicated that the construction of large impoundment dams has been associated with some changes in patterns of regional seismicity. The findings would guide researchers to further investigate the type of impacts that dam construction may have on seismicity patterns.
      PubDate: Mon, 30 Aug 2021 00:00:00 GMT
       
  • Discharge of a Triangular Orifice under Free Flow Conditions

    • Abstract: In this paper, flow through a free triangular orifice is considered. The comparison of two formulas was conducted for discharge calculations: a large orifice formula and a small orifice formula. The results show that, above a certain value of upstream head to orifice height ratio there is no need for small-large formula discrimination. The differences in the outcomes for the two formulas are negligible for upstream head to orifice height ratios greater than 3. This means that a small orifice formula can be used instead of a large orifice formula. Calculations were performed for different variants of triangle orientation (with tip downwards, sidewards and upwards) as well as for different dimensions of orifice (equilateral and isosceles). The calculations also included different submergence levels of the upper edge of the orifice and variable dimensions of the orifice with constant upstream head. Neither of these conditions affect the relative deviation values for small and large orifice formulas.
      PubDate: Mon, 30 Aug 2021 00:00:00 GMT
       
  • The Lower Vistula and Its Ice Problems

    • Abstract: In many countries of the northern hemisphere during winter period ice forms appear on various water bodies, which results in significant changes of physical, chemical and ecological conditions. These changes are different in rivers, channels, lakes or once-through reservoirs. On the terrain of Poland ice always caused considerable problems affecting intensive inland navigation and other river use. These problems appeared especially on the Vistula River, which in 17th and 18th century was one of the most navigable rivers in Europe. The Vistula is the largest Polish river, which flows from the south in the Carpathian Mountains to the Baltic Sea in the north. It is the second largest river, after Neva, of the Baltic Sea catchment. The length of the Vistula is 1047 km and its catchment amounts to 194 thousand km2. The predominant part of the Vistula river basin (87%) is now on Polish territory and the remaining (13%) catchment is in Belarus, Ukraine and Slovakia. The course of the Vistula can be divided into three distinctly different sections: upper, middle and lower. These river sections have appropriate catchments with their tributaries. There are hydraulic structures on the main river course and on its tributaries which serve navigation, hydroenergy, flood protection, water supply and recreation. All over the Vistula catchment there are frequent floods during spring and summer time resulting from excessive precipitation but in winter caused by ice phenomena. Numerous flow problems appear especially along the lower Vistula course because of ice phenomena and they result very often in severe flood problems. The Vistula has a very variable time and spatial discharge, because of existing climate conditions over its catchment.The aim of the paper is to present hydraulic and hydrologic characteristics of the Lower Vistula river with special emphasis on the management of this river section for navigation, hydroenergy, flood protection and water supply in view of ice phenomena appearing there. Information concerning changes of water characteristics due to various water temperatures are presented as well as on the formation of various forms of ice in flowing water. Numerous ice studies were carried out in Poland and especially on the Lower Vistula section as it was very ice prone and where many ice jams and ice-jam floods occurred. A special hydraulic situation existed at the mouth of the Vistula, which caused important floods in the 18th century and resulted in the construction of a special direct channel to the sea (Przekop Wisły) solving flood problems in this area. Information is presented on changes in open channel flow due to the appearance of ice cover and other ice forms. The paper includes ample information on the run, consequences and studies connected with a very important ice-jam-flood on the upper part of Włocławek reservoir in 1982.
      PubDate: Mon, 30 Aug 2021 00:00:00 GMT
       
  • Improving Water Supply Capacity of Drainage Systems at Humid Areas in the
           Changing Climate

    • Abstract: The paper focuses on research on improving the water supply of drainage systems of humid areas in the context of climate change. The aim of the research is to elaborate on the ways for increasing the available water supply of drainage systems and restoring active water regulation on reclaimed lands in a changing climate.The paper presents the results of the research on improving the available water supply of drainage systems in the humid zone of Ukraine in a changing climate. It was specified in the face of increasing water scarcity providing the optimal water regime regulation on drained lands is possible due to the increase in the available water supply of drainage systems. It can be achieved thanks to the accumulating capacity of reclaimed areas, namely usage of free soil capacity of the aeration zone and open canals, accumulation of water reserve volumes in storage tanks due to the accumulation of surface and drainage runoff.Taking into account the design features of different types of drainage systems, existing water management technologies, characteristics of water sources and their close proximity to the drainage systems, the technological schemes of water intake from rivers and reservoirs, and its supply to the drained areas for irrigation needs were developed. In a face of increasing water scarcity, it is also expedient to apply resource-saving technologies to control the available water supply for crops.
      PubDate: Mon, 30 Aug 2021 00:00:00 GMT
       
  • Compound Channel’s Cross-section Shape Effects on the Kinetic Energy and
           Momentum Correction Coefficients

    • Abstract: Since accurate estimation of the flow kinetic energy (α) and momentum (β) is not easily possible in compound channels, determining their accurate correction coefficients is an important task. This paper has used the “flood channel facility (FCF)” data and the “conveyance estimate system (CES)” model (which is 1D, but considers a term related to the secondary flow) to study how the floodplain width and the main channel wall slope and asymmetry affect the values of α and β. Results have shown that their maximum values at the highest floodplain width are, respectively, 1.36 and 1.13 times of those at the lowest case; an increase in the slope increased their maximum values by 1.05 and 1.01 times, respectively. The mean of error values showed that the CES model estimated the values α and β more accurately than the flow discharge. The maximum differences between the estimated and experimental values were 12.14% for α and 4.3% for β; for the flow discharge, it was 24.4%.
      PubDate: Fri, 29 Jan 2021 00:00:00 GMT
       
  • Experimental Investigation of Skirted Foundation in Sand Subjected to
           Rapid Uplift

    • Abstract: This paper reports results from 1g model tests carried out under single gravity on a skirted foundation installed in sand and subjected to a rapid uplifting force. The effects of displacement rates ranging from 5 mm/s to 450 mm/s on the ultimate capacity, suction pressure inside the skirt compartment, and time of extraction were investigated. Test results indicate that the displacement rate significantly affected the magnitude of uplift resistance, as well as the magnitude of suction under the foundation lid, but had little effect on the relationship between stress and the displacement of the foundation. The shapes of the uplift capacity-displacement curve and the suction-displacement curve were similar for all experimental displacement rates.
      PubDate: Fri, 29 Jan 2021 00:00:00 GMT
       
  • Distinct Element Simulation of a Landslide Process

    • Abstract: The paper presents a numerical simulation of the development of a catastrophic landslide in a sandstone quarry and methods of reconstructing the quarry to its previous condition from before the landslide. The important objective of the paper is to present the capabilities of the numerical method used in the analysis of the landslide process, namely the Distinct Element Method (DEM). This method is poorly known, though it is capable of solving important geotechnical problems in which massive displacements are modelled. The features of the method are presented on the basis of a case study. Therefore a numerical analysis is carried out to show the performance of DEM in generating a displacement of several dozen meters in the example of a catastrophic landslide that occurred some years ago in a sandstone quarry. This engineering problem makes it possible to describe and analyse the mechanisms, causes and consequences of the landslide.
      PubDate: Fri, 29 Jan 2021 00:00:00 GMT
       
  • Modelling of Quadratic-Surface Sludge Digesters by Smoothed Particle
           Hydrodynamics (SPH) – Finite Element (FE) Methods

    • Abstract: The quadric-surfaced sludge digester (QSD), also known as the egg-shaped sludge digester, has proven its advantages over traditional cylindrical digesters recently. A reduction in operational cost is the dominant factor. Its shell can be described as a revolution of a parabola with the apex and base being either tapered or spherical. This shape provides a surface free of discontinuities, which is advantageous regarding the efficiency during mixing. Since the shape does not produce areas of inactive fluid motion within the tank, sludge settlement and an eventual grit build-up are avoided. The stresses developed in the shell of the sludge digester, vary along the meridian and equatorial diameters. A non-dimensional parameter, ξ, defines the height-to-diameter aspect ratio which is used to delineate the parametric boundary conditions of the shell’s surface. Three groups of analyses were conducted to determine the orthogonal stresses in the shell of the QSD. The first-principles numerical models ran reasonably quickly, and many simulations were made during the study. The results showed that they were in within the range 5.34% to 7.2% to 2D FEA results. The 3D FEA simulation results were within the range of 8.3% to 9.2% to those from the MATLAB time-history models. This is a good indicator that the first principles numerical models are an excellent time-saving method to predict the behaviour of the QSD under seismic excitation. Upon examining the criteria for the design, analysing the results for the 2D FEA simulations showed that the fill height is not a significant variable with sloshing however the 3D FEA showed that the hydrostatic pressure is a significant variable. With the maximum tensile stress of the 3D-printed Acrylonitrile Butadiene Styrene (ABS)-a common thermoplastic polymer typically used for injection molding applications, being 24.4 MPa, the overall maximum stress of 5.45 MPa, the material can be a viable option for the use of QSD construction in small island developing states (SIDS).
      PubDate: Fri, 29 Jan 2021 00:00:00 GMT
       
 
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