6 research outputs found

    Design of water distribution networks using a pseudo-genetic algorithm and sensitivity of genetic operators

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    [EN] Genetic algorithms (GA) are optimization techniques that are widely used in the design of water distribution networks. One of the main disadvantages of GA is positional bias, which degrades the quality of the solution. In this study, a modified pseudo-genetic algorithm (PGA) is presented. In a PGA, the coding of chromosomes is performed using integer coding; in a traditional GA, binary coding is utilized. Each decision variable is represented by only one gene. This variation entails a series of special characteristics in the definition of mutation and crossover operations. Some benchmark networks have been used to test the suitability of a PGA for designing water distribution networks. More than 50,000 simulations were conducted with different sets of parameters. A statistical analysis of the obtained solutions was also performed. Through this analysis, more suitable values of mutation and crossover probabilities were discovered for each case. The results demonstrate the validity of the method. Optimum solutions are not guaranteed in any heuristic method. Hence, the concept of a good solution is introduced. A good solution is a design solution that does not substantially exceed the optimal solution that is obtained from the simulations. This concept may be useful when the computational cost is critical. The main conclusion derived from this study is that a proper combination of population and crossover and mutation probabilities leads to a high probability that good solutions will be obtained[This work was supported by the project DPI2009-13674 (OPERAGUA) of the Direccion General de Investigacion y Gestion del Plan Nacional de I + D + I del Ministerio de Ciencia e Innovacion, Spain.Mora Meliá, D.; Iglesias Rey, PL.; Martínez-Solano, FJ.; Fuertes Miquel, VS. (2013). Design of water distribution networks using a pseudo-genetic algorithm and sensitivity of genetic operators. Water Resources Management. 27(12):4149-4162. https://doi.org/10.1007/s11269-013-0400-6S414941622712Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resour Res 13(6):885–900Balla M, Lingireddy S (2000) Distributed genetic algorithm model on network of personal computers. J Comput Civ Eng 14(3):199–205. doi: 10.1061/(ASCE)0887-3801(2000)14:3(199)Baños R, Gil C, Agulleiro JI, Reca J (2007) A memetic algorithm for water distribution network design. Advances in Soft Computing 39:279–289. doi: 10.1007/978-3-540-70706-6_26Cisty M (2010) Hybrid genetic algorithm and linear programming method for least-cost design of water distribution systems. Water Resour Manage 24(1):1–24. doi: 10.1007/s1269-009-9434-1Chung G, Lansey K (2008) Application of the shuffled frog leaping algorithm for the optimization of a general large-scale in a watersupply system. Water Resour Manage 23:797–823. doi: 10.1007/s11269-008-9300-6Cunha MC, Sousa J (1999) Water distribution network design optimization: simulated annealing approach. J Water Resour Plann Manage 125(4):215–221. doi: 10.1061/(ASCE)0733-9496(1999)125:4(215)Eusuff M, Lansey K (2003) Optimization of water distribution network design using the shuffled frog leaping algorithm. J Water Resour Plann Manage 129(3):210–225. doi: 10.1061/(ASCE)0733-9496(2003)129:3(210)Fujiwara O, Khang DB (1990) A two phase decomposition method for optimal design of looped water distribution network. Water Resour Res 26(4):539–549. doi: 10.1029/WR026i004p00539Geem ZW (2006) Optimal cost design of water distribution networks using harmony search. Eng Optimiz 38(3):259–277. doi: 10.1080/03052150500467430Goldberg DE, Kuo CH (1987) Genetic algorithms in pipeline optimization. J Comput Civil Eng 1(2):128–141. doi: 10.1061/(ASCE)0887-3801(1987)1:2(128)Goulter IC, Morgan DR (1985) An integrated approach to the layout and design of water distribution systems. Civil Eng Syst 2(2):104–113. doi: 10.1080/02630258508970389Halhal D, Walters GA, Ouazar D, Savic DA (1997) Water network rehabilitation with structured messy genetic algorithms. J Water Resour Plann Manage 123(3):137–147. doi: 10.1061/(ASCE)0733-9496(1997)123:3(137)Iglesias-Rey PL, Martínez-Solano FJ, Mora-Meliá D, Ribelles-Aguilar JV (2012) The battle water networks II: Combination of meta-heuristic techniques with the concept of setpoint function in water network optimization algorithms. In: Proc. 14th Water Distribution Systems Analysis symposium (WDSA), Engineers Australia, Adelaide, AustraliaJin YX, Cheng HZ, Yan J, Zhang L (2007) New discrete method for particle swarm optimization and its application in transmission network expansion planning. Electr Pow Syst Res 77(3–4):227–233. doi: 10.1016/j.epsr.2006.02.016Lansey KE, Mays LW (1989). Optimization model for design of water distribution systems. Reliability analysis of water distribution systems. In: L. R. Mays (ed) ASCE: Reston, VaLouati M, Benabdallah S, Lebdi F, Milutin D (2011) Application of a genetic algorithm for the optimization of a complex reservoir system in Tunisia. Water Resour Manage 25(10):2387–2404. doi: 10.1007/s11269-011-9814-1Matías A (2003) “Diseño de redes de distribución de agua contemplando la fiabilidad mediante Algoritmos Genéticos”. Ph.D. Thesis, Universidad Politécnica de Valencia, ValenciaNazif S, Karamouz M, Tabesh M, Moridi A (2010) Pressure management model for urban water distribution networks. Water Resour Manage 24(3):437–458. doi: 10.1007/s11269-009-9454-xPrasad DT, Park NS (2004) Multiobjective genetic algorithms for design of water distribution networks. J Water Resour Plann Manage 130(1):73–82. doi: 10.1061/(ASCE)0733-9496(2004)130:1(73)Reca J, Martinez J (2006) Genetic algorithms for the design of looped irrigation water distribution networks. Water Resour Res 42(5):W05416. doi: 10.1029/2005WR004383Reca J, Martinez J, Gil C, Baños R (2008) Application of several meta-heuristic techniques to the optimization of real looped water distribution networks. Water Resour Manage 22(10):1367–1379. doi: 10.1007/s11269-007-9230-8Rossman LA (2000) EPANET 2.0 User’s manual. EPA/600/R-00/057, 2000Savic DA, Walters GA (1997) Genetic algorithms for least-cost design of water distribution systems. J Water Resour Plann Manage 123(2):67–77. doi: 10.1061/(ASCE)0733-9496(1997)123:2(67)Su YL, Mays LW, Duan N, Lansey KE (1987) Reliability based optimization model for water distribution systems. J Hydraul Eng 113(12):1539–1556. doi: 10.1061/(ASCE)0733-9429(1987)113:12(1539)Tsai FTC, Katiyar V, Toy D, Goff RA (2008) Conjunctive management of large-scale pressurized water distribution and groundwater systems in semi-arid area with parallel genetic algorithm. Water Resour Manage 23(8):1497–1517. doi: 10.1007/s11269-008-9338-5Vairavamoorthy K, Ali M (2000) Optimal design of water distribution systems using genetic algorithms. Comput Aided Civ Infrastruc Eng 15(5):374–382. doi: 10.1111/0885-9507.00201Wang QJ (1991) The genetic algorithm and its application to calibrating conceptual rainfall-runoff models. Water Resour Res 27(9):2467–2471. doi: 10.1029/91WR0130

    Numerical modelling of pipelines with air pockets and air valves

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    [EN] This work considers the behaviour of air inside pipes when the air is expelled through air valves. Generally, the air shows isothermal behaviour. Nevertheless, when the transient is very fast, it shows adiabatic behaviour. In a real installation, an intermediate evolution between these two extreme conditions occurs. Thus, it is verified that the results vary significantly depending on the hypothesis adopted. To determine the pressure of the air pocket, the most unfavourable hypothesis (isothermal behaviour) is typically adopted. Nevertheless, from the perspective of the water hammer that takes place when the water column arrives at the air valve and abruptly closes, the most unfavourable hypothesis is the opposite (adiabatic behaviour). In this case, the residual velocity with which the water arrives at the air valve is higher, and, consequently, the water hammer generated is greater.Fuertes Miquel, VS.; López Jiménez, PA.; Martínez-Solano, FJ.; López-Patiño, G. (2016). Numerical modelling of pipelines with air pockets and air valves. Canadian Journal of Civil Engineering. 43(12):1052-1061. doi:10.1139/cjce-2016-0209S10521061431

    Discussion of "Numerical modeling of mixed flows in sotrm water systems: critical review of literature" by Samba Bouso, Mathurin Daynou, and Musandji Fuamba

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    [EN] The discussed paper states that the rigid column model is applied for a single air pocket and the nature of the used equations makes it difficult to be employed in case of several air pockets. The discussers do not agree with this assertion.Fuertes Miquel, VS.; Iglesias Rey, PL. (2015). Discussion of "Numerical modeling of mixed flows in sotrm water systems: critical review of literature" by Samba Bouso, Mathurin Daynou, and Musandji Fuamba. Journal of Hydraulic Engineering. 141(2):1-2. doi:10.1061/(ASCE)HY.1943-7900.0000863S12141

    A fuzzy model for shortage planning under uncertainty due to lack of homogeneity in planned production lots

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    Lack of homogeneity in the product (LHP) affects several sectors like horticulture, reverse logistics, furniture, ceramics and leathers, among others. Productive processes with LHP are characterized by manufacturing units of the same finished good (FG) with certain attributes that differ and are relevant to customers. This aspect leads to the existence of different subtypes of the same FG in each production lot, which provides homogeneous sublots. Due to inherent LHP uncertainty, the size of each homogeneous sublot is not known until produced. LHP becomes a problem when customers order several units of the same FG and require homogeneity among them; i.e., being served with the same subtype. Like inherent LHP uncertainty, discrepancies between planned homogeneous quantities and the real ones is quite usual. This means it is impossible to serve committed orders with the previously defined requirements of quantity, homogeneity and due date, which brings about a shortage situation. In this paper, a fuzzy mixed integer linear programming model is proposed to support shortage planning in environments with LHP (LHP-FSP model). The LHP-FSP model aims to maximize the profits of served orders by reallocating the quantities of subtypes in stock and the uncertainty future ones in the master plan among the already committed orders. One of the main contributions of the paper is to model the fuzzy interdependent coefficients that represent the fraction of each homogeneous sublot. Finally, experiments based on realistic data from a ceramic company have been designed to validate the model and to analyze its behavior in different scenarios.This research has been carried out within the project framework funded by the Spanish Ministry of Economy and Competitiveness (Ref. DPI2011-23597) and the Universitat Politecnica de Valencia (Ref. PAID-06-11/1840) entitled "Methods and models for operations planning and order management in supply chains characterized by uncertainty in production due to the lack of product uniformity" (PLANGES-FHP).Alemany Díaz, MDM.; Grillo Espinoza, H.; Ortiz Bas, Á.; Fuertes Miquel, VS. (2015). A fuzzy model for shortage planning under uncertainty due to lack of homogeneity in planned production lots. Applied Mathematical Modelling. 39(15):4463-4481. https://doi.org/10.1016/j.apm.2014.12.057S44634481391

    Computational models calibration. Experiences in environmental studies

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    Mathematical models are a fundamental tool in the learning process of environmental engineering. These models need to be calibrated in order to be used by future engineers as a simulation tool for the represented problems. This paper deals with the concept of computational models calibration applied to higher environmental engineering studies. In this paper, we depict a methodology to calibrate water quality models, as an educational example that represents the environmental problem of dissolved oxygen in a stream. This methodology is based on defining two types of parameters involved in calibration. First, internal parameters appear in the equations from semi-empirical estimations and can be found within some intervals. Genetic algorithms are proposed to estimate them. Second, experimental measurements enter into equations as external parameters. They affect the accuracy of the final solutions. Therefore, an uncertainty analysis has to be performed. Finally, a termination criterion for calibration has been proposed, based on the overlap between the confidence intervals of predicted and measured values. By developing this methodology, we provide awareness to our students of the importance of calibration of mathematical models so that they can apply them in their future simulation of environmental problems. Students identify the possible sources of uncertainty at each stage of the environmental model performance and apply them in this particular problem, Genetic Algorithm Techniques, as a computational tool to improve the accuracy of their model predictionsLópez Jiménez, PA.; Martínez-Solano, FJ.; Fuertes Miquel, VS.; Iglesias Rey, PL. (2011). Computational models calibration. Experiences in environmental studies. Computer Applications in Engineering Education. 19(4):795-805. doi:10.1002/cae20366S79580519

    New insights into the genetic etiology of Alzheimer’s disease and related dementias

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    Characterization of the genetic landscape of Alzheimer’s disease (AD) and related dementias (ADD) provides a unique opportunity for a better understanding of the associated pathophysiological processes. We performed a two-stage genome-wide association study totaling 111,326 clinically diagnosed/‘proxy’ AD cases and 677,663 controls. We found 75 risk loci, of which 42 were new at the time of analysis. Pathway enrichment analyses confirmed the involvement of amyloid/tau pathways and highlighted microglia implication. Gene prioritization in the new loci identified 31 genes that were suggestive of new genetically associated processes, including the tumor necrosis factor alpha pathway through the linear ubiquitin chain assembly complex. We also built a new genetic risk score associated with the risk of future AD/dementia or progression from mild cognitive impairment to AD/dementia. The improvement in prediction led to a 1.6- to 1.9-fold increase in AD risk from the lowest to the highest decile, in addition to effects of age and the APOE ε4 allele
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