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Numerical Study on Temporal Domain Discretizing for Hydrogeological Modeling Practices

References [1] Ostrowski, M., Bach, M., Gamerith, V. & De Simone, S. (2010). Analysis of the time-step dependency of parameters in conceptual hydrological models. Institut Wasserbau und Wasserwirtschaft, Technische Universität Darmstadt, Germany [2] Mitchell, G. & Diaper, C. (2006). Simulating the urban water and contaminant cycle. Environmental Modelling & Software. 21, 129-134. DOI:10.1016/j.envsoft.2005.03.003. [3] Mohrlok, U., Wolf, L. & Klinger, J. (2007). Quantification of infiltration processes

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Genetic Programming Technique Applied for Flash-Flood Modelling Using Radar Rainfall Estimates

References [1] Solomatine, D. P. & Ostfeld, A. (2008), Data-driven modelling: Some past experiences and new approaches. Journal of Hydroinformatics. 10(1), 3-22. DOI: 10.2166/hydro.2008.015; [2] Hsu, K., Vijai Gupta, H., & Sorooshian, S. (1995), Artificial neural network modeling of the rainfall-runoff process. Water Resources Research. 31(10), 2517-2530. DOI: 10.1029/95WR01955; [3] Abrahart, R. J. & See, L. M. (2007), Neural network modelling of non-linear hydrological relationships. Hydrology and Earth System

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-0699(2000)5:2(124) [3] Hsu, K., Vijai Gupta, H., & Sorooshian, S. (1995), Artificial neural network modeling of the rainfall-runoff process. Water Resources Research. 31(10), 2517-2530. DOI: 10.1029/95WR01955 [4] Minns, A. W. & Hall, M. J. (1996). Artificial neural networks as rainfall-runoff models. Hydrological Sciences Journal, 41(3), 399-417. [5] Dawson, C. W. & Wilby, R. (1998), An artificial neural network approach to rainfall-runoff modelling. Hydrological Sciences Journal. 43(1), 47-66. DOI: 10.1080/02626669809492102 [6

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Deriving Rain Threshold for Early Warning Based on a Coupled Hydrological-Hydraulic Model

. Hydrol., . [3] Garambois, P., Roux, H., Larnier, K., Labat, D., & Dartus, D. (2015). Parameter regionalization for a process-oriented distributed model dedicated to flash floods. J. Hydrol., (525), 383-399. [4] Adamovic, M., Branger, F., Braud, I., & Kralisch, S. (2016). Development of a data-driven semi-distributed hydrological model for regional scale catchments prone to Mediterranean flash floods. J. Hydrol.,

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Wind Data Analysis and Wind Flow Simulation Over Large Areas

References [1] O’Sullivan, J. (2012). Modeling wind flow over complex terrain , Ph. D dissertation, University of Auckland,. [2] O’Sullivan J., Pecnik R., Iaccarino G. (2010). Investigating turbulence in wind flow over complex terrain, Procceding of the summer programm , (pp. 129-) [3] Eidsvik, K. J., (2005) A system for wind power estimation in mountainous terrain prediction of Askervein hill data . Wind Energy 8, (2), (pp. 237-249) [4] Loureiro, J., Monteiro A., Pinho F., Silva Freire A

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Mathematical Modelling for Micropiles Embedded in Salt Rock

References [1]. Radan, G. (2014). Micropiles axially loaded in karst terrain. Mathematical Modelling in Civil Engineering, Special Issue, Y.R.C. 2014, from . [2]. Seo, H. & Prezzi, M. (2008). Use of Micropiles for Foundations of Transportation Structures Final Report . Joint Transportation Research Program: Purdue University. [3]. Radan, G. (2015). Methods of foundation and stabilization of terrains with micropiles . Unpublished Doctoral Thesis

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Appropriate CFD Turbulence Model for Improving Indoor Air Quality of Ventilated Spaces

References [1] Hancock, T. (2002). Built Environment (Encyclopedia of Public Health). Retrieved June 19, 2014 from [2] Rota R., Canossa L. & Nano G. (2001). Ventilation design of industrial premises through CFD modelling. Canadian Journal of Chemical Engineering. 79(1), 80-86. [3] Kaji H., Akabayashi S.I. & Sakaguchi J. (2009). CFD analysis for detached house: Study on the ventilation efficiency on constantly ventilated house part 1. Journal of Environmental

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Preliminary Wrf-Arw Model Analysis of Global Solar Irradiation Forecasting

. (1998). A Description of the Fifth-Generation Penn State/NCAR Mesoscale Model (MM5), NCAR Tech. Note, NCAR/TN-398+STR, USA,. [5] Zamora R.J., Dutton E.G., Trainer M., McKeen S.A., Wilczak J.M., Hou Y.T. (2005). Mon. Weather Rev . 133, (pp. 783-792). [6] Zamora R.J., Solomon S., Dutton E.G., Bao J.W., Trainer M., Portmann R.W., White A.B., Nelson D.W., McNider R.T. (2003). J. Geophys.Res . 108 (D2), 4050. [7] Lorenz E., RemundJ., Muller S.C., Traunmuller W., Steinmaurer G., Pozo D., Ruiz-Arias J.A., Fanego V.L., Ramirez

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approximation of inertial manifolds; The Lotka-Volterra model, Bul. Şt., Universitatea din Piteşti, Seria Mat. Inf.12, 109-120. [9]. Nartea, C. (2009). Approximate inertial manifolds and absorbing domains for Lotka-Volterra model, Proceedings of the International Conference Trends and Challenges in Applied Mathematics, 23 May 2009 (104-108), Bucharest, Romania: Matrix ROM. [10].

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Direct Strut-and-Tie Model for Reinforced Concrete Bridge Pier Cap

References [1] Schlaich, J., Schäfer, K. and Jennewein, M. (2008). Toward a Consistent Design of Structural Concrete. PCI Journal , 82 (1), 74–150. [2] Karl-Heinz-Reineck. (2002). Example for Design of Structural Concrete with Strut-and-Tie Model. ACI-SP-208 . [3] ACI Committee 318. (2008). Building Code Requirements for Structural Concrete (ACI 318-08). American Concrete Institute (Vol. 2007). . [4] Alshegeir, A. and Ramirez, J. (1992). Computer Graphics in Detailing Strut-Tie Models

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