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Five municipalities in El Bajío present the highest industrial investments: Celaya, Irapuato, León, Salamanca, and Silao. Public and private investments, further to the support received from the government, have been decisive to industrialize the zone. The official discourse to encourage these activities has emphasized the economic and social benefits for inhabitants, the decrease in the use of water volumes, and the consequent improvement of water sources in each region. The main objective of the present work is to present a global industrial impact index to evaluate the industrial impact on water management by analyzing the evolution of some parameters regarding the official data available, in order to determine whether the industry has a positive outcome on the environmental, social, economic and hydrological aspects. For this study, we use Fuzzy Logic (FL) to complete a previous study, which was conducted using the Analytic Hierarchy Process (AHP). A combination of both approaches is used to define the global impact of industrialization, and the results obtained show that the benefits claimed by governmental policies are not being achieved. The use of this proposed index may guide the decision-making processes to encourage water sustainability.
Horacio Flores Casamayor; Jorge Morales Martínez; Jesús Mora-Rodríguez; Xitlali Delgado-Galván. Assessing Industrial Impact on Water Sustainability in El Bajío, Guanajuato State, Mexico. Sustainability 2021, 13, 6161 .
AMA StyleHoracio Flores Casamayor, Jorge Morales Martínez, Jesús Mora-Rodríguez, Xitlali Delgado-Galván. Assessing Industrial Impact on Water Sustainability in El Bajío, Guanajuato State, Mexico. Sustainability. 2021; 13 (11):6161.
Chicago/Turabian StyleHoracio Flores Casamayor; Jorge Morales Martínez; Jesús Mora-Rodríguez; Xitlali Delgado-Galván. 2021. "Assessing Industrial Impact on Water Sustainability in El Bajío, Guanajuato State, Mexico." Sustainability 13, no. 11: 6161.
In Water Distribution Networks (WDN), the water quality could become vulnerable due to several operational and temporal factors. Epanet is a hydraulic and water quality simulation software, widely used, to preserve the control of chemical disinfectants in WDN among other capabilities. Several researchers have shown that the flow mixing at Cross-Junctions (CJs) is not complete as Epanet assumes for the cases of two contiguous inlets and outlets. This paper presents a methodology to obtain the outlet concentrations in CJs based on experimental scenarios and a validated Computational Fluid Dynamics (CFD) model. In this work, the results show that the Incomplete Mixing Model (IMM) based on polynomial equations, represents in a better way the experimental scenarios. Therefore, the distribution of the concentration could be in different proportions in some sectors of the network. Some comparisons were made with the complete mixing model and the Epanet-Bulk Advective Mixing (BAM), obtaining relative errors of 90% in some CJs.
Daniel Hernández Cervantes; P. López-Jiménez; José Nevárez; Xitlali Delgado Galván; Martín Jiménez Magaña; Modesto Pérez-Sánchez; José De Jesús Mora Rodríguez. Incomplete Mixing Model at Cross-Junctions in Epanet by Polynomial Equations. Water 2021, 13, 453 .
AMA StyleDaniel Hernández Cervantes, P. López-Jiménez, José Nevárez, Xitlali Delgado Galván, Martín Jiménez Magaña, Modesto Pérez-Sánchez, José De Jesús Mora Rodríguez. Incomplete Mixing Model at Cross-Junctions in Epanet by Polynomial Equations. Water. 2021; 13 (4):453.
Chicago/Turabian StyleDaniel Hernández Cervantes; P. López-Jiménez; José Nevárez; Xitlali Delgado Galván; Martín Jiménez Magaña; Modesto Pérez-Sánchez; José De Jesús Mora Rodríguez. 2021. "Incomplete Mixing Model at Cross-Junctions in Epanet by Polynomial Equations." Water 13, no. 4: 453.
En el presente trabajo se obtiene la curva característica del funcionamiento de una bomba como turbina para calcular la energía que se puede generar en una conducción por gravedad desde dos presas hasta una planta de tratamiento de agua potable para abastecimiento de agua, la cual es suministrada con un caudal variable en función del consumo y se encuentra ubicada en la ciudad de Guanajuato, México. La curva característica se obtiene por medio de fórmulas empíricas y curvas experimentales de bombas propuestas por diversos autores, las cuales predicen el funcionamiento de la bomba operando como turbina. Las fórmulas se utilizan para conocer el punto de funcionamiento óptimo en el que puede trabajar la máquina, mediante las variables: caudal, carga hidráulica y eficiencia. Finalmente, en el caso de estudio, la energía generada por la bomba funcionando como turbina es de 90 626.35 kWh/año.
Jesús David Joaquín Cuarenta; Jesús Mora Rodríguez; Gilberto Carreño Aguilera; Josefina Ortiz Medel; Modesto Pérez-Sánchez; Petra Amparo López-Jiménez. Generación de energía mediante una bomba funcionando como turbina en una conducción de abastecimiento de agua de Guanajuato. Acta Universitaria 2019, 29, 1 -14.
AMA StyleJesús David Joaquín Cuarenta, Jesús Mora Rodríguez, Gilberto Carreño Aguilera, Josefina Ortiz Medel, Modesto Pérez-Sánchez, Petra Amparo López-Jiménez. Generación de energía mediante una bomba funcionando como turbina en una conducción de abastecimiento de agua de Guanajuato. Acta Universitaria. 2019; 29 ():1-14.
Chicago/Turabian StyleJesús David Joaquín Cuarenta; Jesús Mora Rodríguez; Gilberto Carreño Aguilera; Josefina Ortiz Medel; Modesto Pérez-Sánchez; Petra Amparo López-Jiménez. 2019. "Generación de energía mediante una bomba funcionando como turbina en una conducción de abastecimiento de agua de Guanajuato." Acta Universitaria 29, no. : 1-14.
The success of hydrological modeling of a high mountain basin depends in most case on the accurate quantification of the snowmelt. However, mathematically modeling snowmelt is not a simple task due to, on one hand, the high number of variables that can be relevant and can change significantly in space and, in the other hand, the low availability of most of them in practical engineering. Therefore, this research proposes to modify the original equation of the classical degree-day model to introduce the spatial and temporal variability of the degree-day factor. To evaluate the effects of the variability in the hydrological modeling and the snowmelt modeling at the cell and hillslope scale. We propose to introduce the spatial and temporal variability of the degree-day factor using maps of radiation indices. These maps consider the position of the sun according to the time of year, solar radiation, insolation, topography and shaded-relief topography. Our priority has been to keep the parsimony of the snowmelt model that can be implemented in high mountain basins with limited observed input. The snowmelt model was included as a new module in the TETIS distributed hydrological model. The results show significant improvements in hydrological modeling in the spring period when the snowmelt is more important. At cell and hillslope scale errors are diminished in the snowpack, improving the representation of the flows and storages that intervene in high mountain basins.
Ismael Orozco; Félix Francés; Jesús Mora. Parsimonious Modeling of Snow Accumulation and Snowmelt Processes in High Mountain Basins. Water 2019, 11, 1288 .
AMA StyleIsmael Orozco, Félix Francés, Jesús Mora. Parsimonious Modeling of Snow Accumulation and Snowmelt Processes in High Mountain Basins. Water. 2019; 11 (6):1288.
Chicago/Turabian StyleIsmael Orozco; Félix Francés; Jesús Mora. 2019. "Parsimonious Modeling of Snow Accumulation and Snowmelt Processes in High Mountain Basins." Water 11, no. 6: 1288.
The arrival of new industries in some municipalities of ‘El Bajío’ in Guanajuato state, Mexico, has brought about appreciable economic development and human impacts, but has also caused changes in the management of the aquifers from which they get water for their operations. In some cases, the aquifers are overexploited and contaminated at different levels. A number of agencies have the main responsibility for managing, protecting and conducting studies on water use in both municipalities and the state and, in this context, experts from these agencies were consulted as part of this study about what environmental, social, economic and hydrological aspects had the highest priority when considering the establishment of a new industry in the zone. The analytical hierarchy process (AHP) methodology was used. Results show that hydrological aspects were the most important and, within them, treatment and reuse of water had the highest priority. It was concluded, therefore, that for the experts to reuse water in some activities and productive processes must be an option to decrease the water extraction from aquifers, supposing that the treatment process complied with the required regulations. Given the present conditions in the region, we can affirm that these results are applicable to the whole of El Bajío.
Horacio Flores; Jorge Luis Morales; Jesús Mora-Rodríguez; Gilberto Carreño; Xitlali Delgado-Galván. Management priorities for aquifers in El Bajío in Guanajuato state, Mexico. Water Policy 2018, 20, 1161 -1175.
AMA StyleHoracio Flores, Jorge Luis Morales, Jesús Mora-Rodríguez, Gilberto Carreño, Xitlali Delgado-Galván. Management priorities for aquifers in El Bajío in Guanajuato state, Mexico. Water Policy. 2018; 20 (6):1161-1175.
Chicago/Turabian StyleHoracio Flores; Jorge Luis Morales; Jesús Mora-Rodríguez; Gilberto Carreño; Xitlali Delgado-Galván. 2018. "Management priorities for aquifers in El Bajío in Guanajuato state, Mexico." Water Policy 20, no. 6: 1161-1175.
In Water Distribution Networks, the chlorine control is feasible with the use of water quality simulation codes. EPANET is a broad domain software and several commercial computer software packages base their models on its methodology. However, EPANET assumes that the solute mixing at cross-junctions is “complete and instantaneous”. Several authors have questioned this model. In this paper, experimental tests are developed while using Copper Sulphate as tracer at different operating conditions, like those of real water distribution networks, in order to obtain the Residence Time Distribution and its behavior in the mixing as a novel analysis for the cross-junctions. Validation tests are developed in Computational Fluid Dynamics, following the k-ε turbulence model. It is verified that the mixing phenomenon is dominated by convection, analyzing variation of Turbulent Schmidt Number vs. experimental tests. Having more accurate mixing models will improve the water quality simulations to have an appropriate control for chlorine and possible contaminants in water distribution networks.
Daniel Hernández-Cervantes; Xitlali Delgado-Galván; José L. Nava; P. Amparo López-Jiménez; Mario Rosales; Jesús Mora Rodríguez. Validation of a Computational Fluid Dynamics Model for a Novel Residence Time Distribution Analysis in Mixing at Cross-Junctions. Water 2018, 10, 733 .
AMA StyleDaniel Hernández-Cervantes, Xitlali Delgado-Galván, José L. Nava, P. Amparo López-Jiménez, Mario Rosales, Jesús Mora Rodríguez. Validation of a Computational Fluid Dynamics Model for a Novel Residence Time Distribution Analysis in Mixing at Cross-Junctions. Water. 2018; 10 (6):733.
Chicago/Turabian StyleDaniel Hernández-Cervantes; Xitlali Delgado-Galván; José L. Nava; P. Amparo López-Jiménez; Mario Rosales; Jesús Mora Rodríguez. 2018. "Validation of a Computational Fluid Dynamics Model for a Novel Residence Time Distribution Analysis in Mixing at Cross-Junctions." Water 10, no. 6: 733.
Two different stent configurations (i.e. the well known Palmaz-Schatz (PS) and a new stent configuration) are mechanically investigated. A finite element model was used to study the two geometries under combining loads and a computational fluid dynamic model based on fluid structure interaction was developed investigating the plaque and the artery wall reactions in a stented arterial segment. These models determine the stress and displacement fields of the two stents under internal pressure conditions. Results suggested that stent designs cause alterations in vascular anatomy that adversely affect arterial stress distributions within the wall, which have impact in the vessel responses such as the restenosis. The hemodynamic analysis shows the use of new stent geometry suggests better biofluid mechanical response such as the deformation and the progressive amount of plaque growth.
Mariana Simão; J. M. Ferreira; J. Mora-Rodriguez; H. M. Ramos. Structural analysis of two different stent configurations. Computer Methods in Biomechanics and Biomedical Engineering 2017, 20, 869 -883.
AMA StyleMariana Simão, J. M. Ferreira, J. Mora-Rodriguez, H. M. Ramos. Structural analysis of two different stent configurations. Computer Methods in Biomechanics and Biomedical Engineering. 2017; 20 (8):869-883.
Chicago/Turabian StyleMariana Simão; J. M. Ferreira; J. Mora-Rodriguez; H. M. Ramos. 2017. "Structural analysis of two different stent configurations." Computer Methods in Biomechanics and Biomedical Engineering 20, no. 8: 869-883.
Mathematical models have become the target of numerous attempts to obtain results that can be extrapolated to the study of hydraulic pressure infrastructures associated with different engineering requests. Simulation analysis based on finite element method (FEM) models are used to determine the vulnerability of hydraulic systems under different types of actions (e.g., natural events and pressure variation). As part of the numerical simulation of a suspended pipeline, the adequacy of existing supports to sustain the pressure loads is verified. With a certain value of load application, the pipeline is forced to sway sideways, possibly lifting up off its deadweight supports. Thus, identifying the frequency, consequences and predictability of accidental events is of extreme importance. This study focuses on the stability of vertical supports associated with extreme transient loads and how a pipeline design can be improved using FEM simulations, in the design stage, to avoid accidents. Distribution of bending moments, axial forces, displacements and deformations along the pipeline and supports are studied for a set of important parametric variations. A good representation of the pipeline displacements is obtained using FEM.
Mariana Simão; Jesus Mora-Rodriguez; Helena M. Ramos. Design Criteria for Suspended Pipelines Based on Structural Analysis. Water 2016, 8, 256 .
AMA StyleMariana Simão, Jesus Mora-Rodriguez, Helena M. Ramos. Design Criteria for Suspended Pipelines Based on Structural Analysis. Water. 2016; 8 (6):256.
Chicago/Turabian StyleMariana Simão; Jesus Mora-Rodriguez; Helena M. Ramos. 2016. "Design Criteria for Suspended Pipelines Based on Structural Analysis." Water 8, no. 6: 256.
This paper states an accident occurred in a real main water supply system where the pipe system suffered movements provoking major displacements and leading to the rupture of concrete support blocks. A slow closure of an isolation valve installed in a large suction pipe was the main action. During the inspection procedure after the accident it was found that one valve was slightly corroded (a very small leakage was noticed) and the non-return valve was not isolating well enough. Two numerical models are presented to get approximated solutions for 3D fluid-structure interaction problems by implementing the Galerkin method. The boundary conditions are properly defined for the pipe branch end by applying a spring-damper to suppress part of the pipe system. The one-way model was compared with the two-way model, being equally emphasised which type of integrated analysis (one-way or two-way) is more appropriate, depending on the system characteristics.
Mariana Simão; Jesus Mora-Rodriguez; Helena M. Ramos; Mariana Simão Master. Dynamic response behind an accident occurred in a main WSS. European Journal of Environmental and Civil Engineering 2016, 22, 267 -287.
AMA StyleMariana Simão, Jesus Mora-Rodriguez, Helena M. Ramos, Mariana Simão Master. Dynamic response behind an accident occurred in a main WSS. European Journal of Environmental and Civil Engineering. 2016; 22 (3):267-287.
Chicago/Turabian StyleMariana Simão; Jesus Mora-Rodriguez; Helena M. Ramos; Mariana Simão Master. 2016. "Dynamic response behind an accident occurred in a main WSS." European Journal of Environmental and Civil Engineering 22, no. 3: 267-287.
This research provides useful insights for better diagnosis and understanding the vein blockage induced by a deep venous thrombosis and the occurrence of reverse flow in human veins, allowing a proper detection of serious diseases related to deep venous insufficiency. An arbitrary Lagrangian–Eulerian formulation is used in a coupled model (i.e. fluid and structure equations solved together), considering two domains, specifically the blood flow and the flexible structures (i.e. vein and valves). Computational fluid dynamics mathematical model based on finite element method, with special elements and boundary characterization, is addressed to find the best solution. This research presents a novel model to study the interaction between non-Newtonian laminar fluid flows, the blood, within nonlinear structures, the vein walls. Simulation results are validated using in vivo echo-Doppler measurements.
M. Simão; J. M. Ferreira; J. Mora-Rodriguez; H. M. Ramos. Identification of DVT diseases using numerical simulations. Medical & Biological Engineering & Computing 2016, 54, 1591 -1609.
AMA StyleM. Simão, J. M. Ferreira, J. Mora-Rodriguez, H. M. Ramos. Identification of DVT diseases using numerical simulations. Medical & Biological Engineering & Computing. 2016; 54 (10):1591-1609.
Chicago/Turabian StyleM. Simão; J. M. Ferreira; J. Mora-Rodriguez; H. M. Ramos. 2016. "Identification of DVT diseases using numerical simulations." Medical & Biological Engineering & Computing 54, no. 10: 1591-1609.
The dynamic interaction between the unsteady flow occurrence and the resulting vibration of the pipe are analyzed based on experiments and numerical models. Waterhammer, structural dynamic and fluid–structure interaction (FSI) are the main subjects dealt with in this study. Firstly, a 1D model is developed based on the method of characteristics (MOC) using specific damping coefficients for initial components associated with rheological pipe material behavior, structural and fluid deformation, and type of anchored structural supports. Secondly a 3D coupled complex model based on Computational Fluid Dynamics (CFD), using a Finite Element Method (FEM), is also applied to predict and distinguish the FSI events. Herein, a specific hydrodynamic model of viscosity to replicate the operation of a valve was also developed to minimize the number of mesh elements and the complexity of the system. The importance of integrated analysis of fluid–structure interaction, especially in non-rigidity anchored pipe systems, is equally emphasized. The developed models are validated through experimental tests.
Mariana Simão; Jesús Mora-Rodríguez; Helena M. Ramos. Mechanical Interaction in Pressurized Pipe Systems: Experiments and Numerical Models. Water 2015, 7, 6321 -6350.
AMA StyleMariana Simão, Jesús Mora-Rodríguez, Helena M. Ramos. Mechanical Interaction in Pressurized Pipe Systems: Experiments and Numerical Models. Water. 2015; 7 (11):6321-6350.
Chicago/Turabian StyleMariana Simão; Jesús Mora-Rodríguez; Helena M. Ramos. 2015. "Mechanical Interaction in Pressurized Pipe Systems: Experiments and Numerical Models." Water 7, no. 11: 6321-6350.
Water distribution networks (WDNs) could present problems of pathogen intrusion that affect the health of consumers. One solution to diminish this risk is to add more disinfectant to the water at the drinking water treatment plant (DWTP). However, this increases the cost of water treatment and may also cause the formation of trihalomethanes. Mexico has the largest bottled water market in the world. Also, most houses are built with individual storage containers due to intermittent service, which generates a greater residence time of the water before use. This paper shows an alternative to guarantee minimum disinfection along WDNs and diminish the use of disinfectant at the DWTP considering the conditions of water consumption and use in Mexico. We propose a model based on Genetic Algorithms to obtain scenarios where free chlorine is maintained at the minimum permissible concentration throughout the day. In addition, Water Managers could optimize the use of disinfectant by implementing booster chlorination stations (BCSs). The results show that chlorine use could be reduced by 38%, therefore guaranteeing the chlorine concentration limits along the WDN.
Daniel Hernández Cervantes; Jesús Mora Rodríguez; Xitlali Delgado Galván; Josefina Ortiz Medel; Martín Rubén Jiménez Magaña. Optimal use of chlorine in water distribution networks based on specific locations of booster chlorination: analyzing conditions in Mexico. Water Supply 2015, 16, 493 -505.
AMA StyleDaniel Hernández Cervantes, Jesús Mora Rodríguez, Xitlali Delgado Galván, Josefina Ortiz Medel, Martín Rubén Jiménez Magaña. Optimal use of chlorine in water distribution networks based on specific locations of booster chlorination: analyzing conditions in Mexico. Water Supply. 2015; 16 (2):493-505.
Chicago/Turabian StyleDaniel Hernández Cervantes; Jesús Mora Rodríguez; Xitlali Delgado Galván; Josefina Ortiz Medel; Martín Rubén Jiménez Magaña. 2015. "Optimal use of chlorine in water distribution networks based on specific locations of booster chlorination: analyzing conditions in Mexico." Water Supply 16, no. 2: 493-505.
Pathogen intrusion may occur in water pipes when negative pressures allow external flows to enter through failures or leaks and then mix with safe water. Based on the Fixed and Variable Area Discharge (FAVAD) theory and the orifice equations, an analysis is proposed to estimate the intrusion flow across defects in pipes considering different types of failure. The equivalent diameter of different round hole failures was considered in order to obtain the dimensions of the split failures that presented the same pressure drop. In addition, experimental scenarios were made with external porous media to model the intrusion flow in buried pipes. An inverse method for the orifice equation is proposed to obtain the intrusion flows generated by the variations of two section failures produced by the pressure drop inside the pipe. The orifice equation properly represents the intrusion flow by adjusting the discharge coefficient. Furthermore, the considerable variations in the failures area with negative pressures should be taken into consideration in the expressions that estimate the intrusion flow.
Jesús Mora-Rodríguez; Xitlali Delgado-Galván; Josefina Ortiz-Medel; Helena M. Ramos; Vicente S. Fuertes-Miquel; P. Amparo López-Jiménez. Pathogen intrusion flows in water distribution systems: according to orifice equations. Journal of Water Supply: Research and Technology-Aqua 2015, 64, 857 -869.
AMA StyleJesús Mora-Rodríguez, Xitlali Delgado-Galván, Josefina Ortiz-Medel, Helena M. Ramos, Vicente S. Fuertes-Miquel, P. Amparo López-Jiménez. Pathogen intrusion flows in water distribution systems: according to orifice equations. Journal of Water Supply: Research and Technology-Aqua. 2015; 64 (8):857-869.
Chicago/Turabian StyleJesús Mora-Rodríguez; Xitlali Delgado-Galván; Josefina Ortiz-Medel; Helena M. Ramos; Vicente S. Fuertes-Miquel; P. Amparo López-Jiménez. 2015. "Pathogen intrusion flows in water distribution systems: according to orifice equations." Journal of Water Supply: Research and Technology-Aqua 64, no. 8: 857-869.
Most leak management methods are focused on quantifying water losses, directly related to energy and resource waste. In this research work, a comprehensive review on relationship and modelling between pipe leaks, materials, and type of failures is presented. Information necessary to study the main defects of pipe materials has been compiled and the different causes of pipe failures were reviewed and analysed. As a result, types of failures were identified depending on the pipe surrounding, pipe material and mechanisms and stresses that support the pipes. A deep focus of the leak problem is presented, analysing intrusion flows and the related pressure variation using the volume through simple orifices with fixed and variable discharge area: Fixed And Variable Area Discharge (FAVAD theory). Finally, a new relationship is proposed between pipe defects and discharge coefficients, depending on the flow through failures (induced by leaks or intrusions).
Jesús Mora-Rodríguez; Xitlali Delgado-Galván; Helena M. Ramos; P. Amparo López-Jiménez. An overview of leaks and intrusion for different pipe materials and failures. Urban Water Journal 2013, 11, 1 -10.
AMA StyleJesús Mora-Rodríguez, Xitlali Delgado-Galván, Helena M. Ramos, P. Amparo López-Jiménez. An overview of leaks and intrusion for different pipe materials and failures. Urban Water Journal. 2013; 11 (1):1-10.
Chicago/Turabian StyleJesús Mora-Rodríguez; Xitlali Delgado-Galván; Helena M. Ramos; P. Amparo López-Jiménez. 2013. "An overview of leaks and intrusion for different pipe materials and failures." Urban Water Journal 11, no. 1: 1-10.
Jesús Mora-Rodríguez; P. Amparo López-Jiménez; Helena M. Ramos. Intrusion and leakage in drinking systems induced by pressure variation. Journal of Water Supply: Research and Technology-Aqua 2012, 61, 387 -402.
AMA StyleJesús Mora-Rodríguez, P. Amparo López-Jiménez, Helena M. Ramos. Intrusion and leakage in drinking systems induced by pressure variation. Journal of Water Supply: Research and Technology-Aqua. 2012; 61 (7):387-402.
Chicago/Turabian StyleJesús Mora-Rodríguez; P. Amparo López-Jiménez; Helena M. Ramos. 2012. "Intrusion and leakage in drinking systems induced by pressure variation." Journal of Water Supply: Research and Technology-Aqua 61, no. 7: 387-402.
Xitlali Delgado-Galván; Rafael Pérez-García; Joaquín Izquierdo; Jesús Mora-Rodríguez. An analytic hierarchy process for assessing externalities in water leakage management. Mathematical and Computer Modelling 2010, 52, 1194 -1202.
AMA StyleXitlali Delgado-Galván, Rafael Pérez-García, Joaquín Izquierdo, Jesús Mora-Rodríguez. An analytic hierarchy process for assessing externalities in water leakage management. Mathematical and Computer Modelling. 2010; 52 (7-8):1194-1202.
Chicago/Turabian StyleXitlali Delgado-Galván; Rafael Pérez-García; Joaquín Izquierdo; Jesús Mora-Rodríguez. 2010. "An analytic hierarchy process for assessing externalities in water leakage management." Mathematical and Computer Modelling 52, no. 7-8: 1194-1202.
Jesús Mora-Rodríguez; P. Amparo López-Jiménez; Francisco García-Mares; Xitlali Delgado-Galván. CFD model of flow intrusion through a failure inside a pipe caused by negative pressure. Environmental Hydraulics - Theoretical, Experimental and Computational Solutions 2009, 65 -69.
AMA StyleJesús Mora-Rodríguez, P. Amparo López-Jiménez, Francisco García-Mares, Xitlali Delgado-Galván. CFD model of flow intrusion through a failure inside a pipe caused by negative pressure. Environmental Hydraulics - Theoretical, Experimental and Computational Solutions. 2009; ():65-69.
Chicago/Turabian StyleJesús Mora-Rodríguez; P. Amparo López-Jiménez; Francisco García-Mares; Xitlali Delgado-Galván. 2009. "CFD model of flow intrusion through a failure inside a pipe caused by negative pressure." Environmental Hydraulics - Theoretical, Experimental and Computational Solutions , no. : 65-69.