Sanz-Ramos et al 2022a - Revision history

Rimni at 08:32, 29 March 2022

2022-03-29T08:32:21Z

Rimni at 08:14, 29 March 2022

2022-03-29T08:14:52Z

Rimni at 14:08, 28 March 2022

2022-03-28T14:08:39Z

Rimni at 14:00, 28 March 2022

2022-03-28T14:00:22Z

Rimni: /* 1. Introduction */

2022-03-28T13:59:25Z

‎1. Introduction

Rimni at 13:51, 28 March 2022

2022-03-28T13:51:43Z

Show changes

Rimni: /* References */

2022-03-25T13:38:59Z

‎References

Rimni at 12:51, 25 March 2022

2022-03-25T12:51:56Z

Rimni at 15:39, 24 March 2022

2022-03-24T15:39:26Z

Rimni at 15:50, 23 March 2022

2022-03-23T15:50:24Z

Show changes

@@ Line 305: / Line 305: @@
 [1]  San Mauro J.,  Toledo M.,  Salazar F.,  Caballero F.J. A methodology for the design of dam spillways with wedge shaped blocks based on numerical modeling. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., 35(1), 3, 2019. [https://doi.org/10.23967/j.rimni.2018.11.001. https://doi.org/10.23967/j.rimni.2018.11.001.]
-[2]  Sánchez Fuster I.,  López Chacón L.,  Capilla Romá J.E. Investigación del flujo y transporte mediante experimentación a escala intermedia. Ing. Del Agua. 15(3):147-162, 2008. [https://doi.org/10.4995/ia.2008.2932. https://doi.org/10.4995/ia.2008.2932.]
+[2]  Sánchez Fuster I.,  López Chacón L.,  Capilla Romá J.E. Investigación del flujo y transporte mediante experimentación a escala intermedia. Ing. Del Agua, 15(3):147-162, 2008. [https://doi.org/10.4995/ia.2008.2932. https://doi.org/10.4995/ia.2008.2932.]
 [3]  Dudgeon C.R. Wall effects in permeameters. J. Hydraul. Div., 93:137–148, 1967. [https://doi.org/10.1061/JYCEAJ.0001673. https://doi.org/10.1061/JYCEAJ.0001673.]
@@ Line 325: / Line 325: @@
 [11]  Ferragut L.,  Elorza J. Un método de lagrangiano aumentado para la resolución de problemas de flujo no lineal en medio poroso. Rev. Int. Métodos Numéricos para Cálculo y Diseño en Ing., 1(3):27–35, 1985.
-[12]  Kovács G. Seepage hydraulics. Elsevier Scientific Pubtishing Company, Volume 10, pp. 6519, New York, USA, 1981.
+[12]  Kovács G. Seepage hydraulics. Elsevier Scientific Publishing Company, Volume 10, pp. 6519, New York, USA, 1981.
 [13]  Li H.,  Kayhanian M.,  Harvey J.T. Comparative field permeability measurement of permeable pavements using ASTM C1701 and NCAT permeameter methods. J. Environ. Manage., 118:144–152, 2013. [https://doi.org/10.1016/j.jenvman.2013.01.016. https://doi.org/10.1016/j.jenvman.2013.01.016.]
@@ Line 333: / Line 333: @@
 [15]  Chow V.T.,  Maidment D.R.,  Mays L.W. Applied hydrology. McGraw Hill Series in Water Resources and Environmental Engineering, McGraw Hill Education, USA, pp. 572, 1988. [https://ponce.sdsu.edu/Applied_Hydrology_Chow_1988.pdf. https://ponce.sdsu.edu/Applied_Hydrology_Chow_1988.pdf.]
-[16]  Anees M.T.,  Abdullah K.,  Nordin M.N.M.,  Rahman N.N.N.A.,  Syakir M.I.,  Kadir M.O.A. One- and two-dimensional hydrological modelling and their uncertainties. In Flood Risk Manag., 18. IntechOpen Limited, London, EC3R 6AF, UK, 2017. [https://doi.org/10.5772/intechopen.68924. https://doi.org/10.5772/intechopen.68924.]
+[16]  Anees M.T.,  Abdullah K.,  Nordin M.N.M.,  Rahman N.N.N.A.,  Syakir M.I.,  Kadir M.O.A. One- and two-dimensional hydrological modelling and their uncertainties. In Flood Risk Manag., 18 IntechOpen Limited, London, EC3R 6AF, UK, 2017. [https://doi.org/10.5772/intechopen.68924. https://doi.org/10.5772/intechopen.68924.]
 [17]  Beven K.  How far can we go in distributed hydrological modelling? Hydrol. Earth Syst. Sci., 5:1–12, 2001. [https://doi.org/10.5194/hess-5-1-2001. https://doi.org/10.5194/hess-5-1-2001.]
@@ Line 359: / Line 359: @@
 [28]  Yu C.,  Duan J. Simulation of surface Runoff using hydrodynamic model. J. Hydrol. Eng., 22:04017006, 2017. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)HE.1943-5584.0001497.
-[29]  Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Application of lattice Boltzmann method for surface runoff in watershed. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., 34(1)), 10, 2018. [https://doi.org/10.23967/j.rimni.2017.6.001. https://doi.org/10.23967/j.rimni.2017.6.001.]
+[29]  Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Application of lattice Boltzmann method for surface runoff in watershed. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., 34(1), 10, 2018. [https://doi.org/10.23967/j.rimni.2017.6.001. https://doi.org/10.23967/j.rimni.2017.6.001.]
-[30] Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Numerical simulation of surface flow through the lattice boltzmann method using sub-basin junction. Rev. Int. Métodos Numéricos Para Cálculos y Diseño En Ing., 37(4), 39, 2021. [https://doi.org/10.23967/j.rimni.2021.09.006. https://doi.org/10.23967/j.rimni.2021.09.006.]
+[30] Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Numerical simulation of surface flow through the lattice Boltzmann method using sub-basin junction. Rev. Int. Métodos Numéricos para Cálculos y Diseño en Ing., 37(4), 39, 2021. [https://doi.org/10.23967/j.rimni.2021.09.006. https://doi.org/10.23967/j.rimni.2021.09.006.]
-[31]  Bladé E.,  Cea L.,  Corestein G.,  Escolano E.,  Puertas J.,  Vázquez-Cendón E.,  Dolz J.,  Coll A. Iber: herramienta de simulación numérica del flujo en ríos. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., 30(1):1–10, 2014. [https://doi.org/10.1016/j.rimni.2012.07.004. https://doi.org/10.1016/j.rimni.2012.07.004.]
+[31]  Bladé E.,  Cea L.,  Corestein G.,  Escolano E.,  Puertas J.,  Vázquez-Cendón E.,  Dolz J.,  Coll A. Iber: herramienta de simulación numérica del flujo en ríos. Rev. Int. Métodos Numéricos para Cálculo y Diseño en Ing., 30(1):1–10, 2014. [https://doi.org/10.1016/j.rimni.2012.07.004. https://doi.org/10.1016/j.rimni.2012.07.004.]
 [32]  Bladé E.,  Cea L.,  Corestein G. Numerical modelling of river inundations. Ing. Del Agua., 18(1):71-82, 2014. [https://doi.org/10.4995/ia.2014.3144. https://doi.org/10.4995/ia.2014.3144.]
@@ Line 395: / Line 395: @@
 [46]  Fraga I.,  Cea L.,  Puertas J. Effect of rainfall uncertainty on the performance of physically-based rainfall-runoff models. Hydrol. Process., 33(1):160-173, 2019. [https://doi.org/10.1002/hyp.13319. https://doi.org/10.1002/hyp.13319.]
-[47]  Courant R.,  Friedrichs K.,  Lewy H. On the partial difference equations of mathematical physics. IBM J. Res. Dev. 11 (1967) 215–234.
+[47]  Courant R.,  Friedrichs K.,  Lewy H. On the partial difference equations of mathematical physics. IBM J. Res. Dev., 11:215–234, 1967.
-[48] W.H. Green, G. Ampt, Studies of soil physics, part i - the flow of air and water through soils, J. Agric. Sci. 4 (1911) 1–24.
+[48]  Green W.H.,  Ampt G. Studies of soil physics. Part I - the flow of air and water through soils. J. Agric. Sci., 4:1–24, 1911.
-[49] USDA, SCS National Engineering Handbook, Hydrology, Section 4, NTIS Accesion No. PB 244463, USDA - Soil Conservation Service, Washington, D.C., 1972.
+[49] USDA, SCS National Engineering Handbook, Hydrology. Section 4, NTIS Accesion No. PB 244463, USDA - Soil Conservation Service, Washington, D.C., 1972.
-[50] USDA-SCS, National Engineering Handbook, Supplement A, Section 4, Chapter 10: Hydrology. US Department of Agriculture, Washington DC, 1985.
+[50] USDA-SCS, National Engineering Handbook. Supplement A, Section 4, Chapter 10: Hydrology. US Department of Agriculture, Washington DC, 1985.
-[51] U. NRCS, Part 630 Hydrology - Chapter 10. In Natl. Eng. Handb., USDA, Soil Conservation Service, Washington, DC, USA, p. 79, 2004. [https://directives.sc.egov.usda.gov/OpenNonWebContent.aspx?content=17752.wba. https://directives.sc.egov.usda.gov/OpenNonWebContent.aspx?content=17752.wba.]
+[51] U. NRCS, Part 630 Hydrology - Chapter 10. In Natl. Eng. Handb., USDA, Soil Conservation Service, Washington, DC, USA, pp. 79, 2004. [https://directives.sc.egov.usda.gov/OpenNonWebContent.aspx?content=17752.wba. https://directives.sc.egov.usda.gov/OpenNonWebContent.aspx?content=17752.wba.]
 [52]  Horton R.E. The Rôle of infiltration in the hydrologic cycle. Eos, Trans. Am. Geophys. Union, 14:446–460, 1933. [https://doi.org/10.1029/TR014i001p00446. https://doi.org/10.1029/TR014i001p00446.]
@@ Line 415: / Line 415: @@
 [56] Coll A.,  Ribó R.,  Pasenau M.,  Escolano E.,  Perez J.S., Melendo A., Monros A.,  Gárate J. GiD v.14 Reference Manual, 2018.
-[57]  Sanz-Ramos M.,  Bladé E.,  Escolano E. Optimización del cálculo de la Vía de Intenso Desagüe con criterios hidráulicos. Ing. Del Agua, 24(3):203-218, 2020. [https://doi.org/10.4995/ia.2020.13364. https://doi.org/10.4995/ia.2020.13364.]
+[57]  Sanz-Ramos M.,  Bladé E.,  Escolano E. Optimización del cálculo de la vía de intenso desagüe con criterios hidráulicos. Ing. Del Agua, 24(3):203-218, 2020. [https://doi.org/10.4995/ia.2020.13364. https://doi.org/10.4995/ia.2020.13364.]
 [58]  Roseen R.M.,  Ballestero T.P.,  Houle J.J.,  Briggs J.F.,  Houle K.M. Water quality and hydrologic performance of a porous asphalt pavement as a storm-water treatment strategy in a cold climate. J. Environ. Eng., 138:81–89, 2012. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)EE.1943-7870.0000459.

@@ Line 321: / Line 321: @@
 [9]  Toledo M.Á.,  Morán R.,  Campos H. Modelación del movimiento del agua en medios porosos no lineales mediante un esquema de diferencias finitas. Aplicación al sobrevertido en presas de escollera. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., 28(4):225–236, 2012. [https://doi.org/10.1016/j.rimni.2012.02.002. https://doi.org/10.1016/j.rimni.2012.02.002.]
-[10]  Gómez-Valentín M. Estudio hidráulico-resistente del hormigón poroso. Universidad Politécnica de Barcelona, 1983.
+[10]  Gómez-Valentín M. Estudio hidráulico-resistente del hormigón poroso. Tesina de especialidad, Escola Tècnica Superior de Camins, Canals y Ports de Barcelona, Universitat Politècnica de Catalunya, pp. 205, Barcelona, España, Julio de 1983.
 [11]  Ferragut L.,  Elorza J. Un método de lagrangiano aumentado para la resolución de problemas de flujo no lineal en medio poroso. Rev. Int. Métodos Numéricos para Cálculo y Diseño en Ing., 1(3):27–35, 1985.

@@ Line 81: / Line 81: @@
 The 2D-SWE (Equation <span id='cite-_Ref84323687'></span>[[#_Ref84323687|(1]])) are solved in each element of the calculation mesh integrating it in the space using the Gauss theorem and in time through an explicit Euler scheme. The <math display="inline">R</math> and <math display="inline">f</math> terms, as well as the free surface gradient and the bed friction stress terms, follow a centred discretisation, while the mass flow and momentum are approximated with an upwind scheme. In this way, the flow that leaves an element is the same as that enters the adjacent element through the adjoining side; hence, the conservation of mass is guaranteed throughout all the calculation mesh. A detailed description of the numerical scheme used in Iber can be found in Cea and Bladé [42].
-The permeability in highly porous media, such as permeable pavements, supposes infiltration rates several orders of magnitude above those usual in hydrology. This can lead to negative values of the water depth during the resolution of the 2D-SWE, from few millimetres to several centimetres of the water depth. Therefore, the mass conservation equation is solved in two steps. In the first step, an intermediate state of the water depth ( <math display="inline">{h}^{\ast }</math>) is obtained considering the intensity of rain and the mass flow between the adjacent elements (Equation <span id='cite-_Ref84492172'></span>[[#_Ref84492172|(2]]))
+The permeability in highly porous media, such as permeable pavements, supposes infiltration rates several orders of magnitude above those usual in hydrology. This can lead to negative values of the water depth during the resolution of the 2D-SWE, from few millimetres to several centimetres of the water depth. Therefore, the mass conservation equation is solved in two steps. In the first step, an intermediate state of the water depth (<math display="inline">{h}^{\ast }</math>) is obtained considering the intensity of rain and the mass flow between the adjacent elements (Equation <span id='cite-_Ref84492172'></span>[[#_Ref84492172|(2]]))
 {| class="formulaSCP" style="width: 100%;border-collapse: collapse;width: 100%;text-align: center;"
@@ Line 159: / Line 159: @@
 <math>S=\frac{25400}{CN}-254</math>
-|  style="text-align: left;vertical-align: top;"|The infiltration accumulated in two consecutive time steps (<math display="inline">{F}_{\left( t\right) }</math> and <math display="inline">{F}_{(t+\Delta t)}</math>) allows to calculate <math display="inline">{f}_{}^{pot}</math>. <math display="inline">F</math> depends on the difference between gross precipitation <math display="inline">P</math> and net <math display="inline">{P}_{n}</math>. When <math display="inline">P</math> is greater than the initial losses, evaluated as <math display="inline">\alpha \, S</math> (normally <math display="inline">\alpha</math>  = 0.2), <math display="inline">{P}_{n}</math> will be calculated following the formulation proposed by the SCS that depends on the curve number ( <math display="inline">CN</math>), a parameter related to the type of land, land uses and land slopes.
+|  style="text-align: left;vertical-align: top;"|The infiltration accumulated in two consecutive time steps (<math display="inline">{F}_{\left( t\right) }</math> and <math display="inline">{F}_{(t+\Delta t)}</math>) allows to calculate <math display="inline">{f}_{}^{pot}</math>. <math display="inline">F</math> depends on the difference between gross precipitation <math display="inline">P</math> and net <math display="inline">{P}_{n}</math>. When <math display="inline">P</math> is greater than the initial losses, evaluated as <math display="inline">\alpha \, S</math> (normally <math display="inline">\alpha</math>  = 0.2), <math display="inline">{P}_{n}</math> will be calculated following the formulation proposed by the SCS that depends on the curve number (<math display="inline">CN</math>), a parameter related to the type of land, land uses and land slopes.
 |-style="text-align:center"
 |  Horton [52,53]

@@ Line 114: / Line 114: @@
 {| style="text-align: center;margin:auto;width: 100%;"
 |-
-| <math>{f}_{i}^{n}=min\left( {f}_{i}^{pot},\frac{{h}^{\ast }}{\Delta t}\right)</math>
+| <math>{f}_{i}^{n}=\min\left( {f}_{i}^{pot},\frac{{h}^{\ast }}{\Delta t}\right)</math>
 |}
 |  style="text-align: center;width: 5px;text-align: right;white-space: nowrap;"|(4)

@@ Line 32: / Line 32: @@
 It is essential to be aware of the fluid behaviour through porous media, especially in hydrology, to accurately characterise physical phenomena such as the infiltration process [15]. This may lead to a good characterisation of the rainfall-runoff transformation process and, thus, to a good representation of the overland flow, which is an important parameter in flood risk analysis.
-In this sense, several hydrological modelling tools are available for practitioners [16,17,26–30,18–25] that include the most common infiltration formulas [15]. However, those formulas were proposed for low infiltration velocities, mainly related to porous media with low permeability such as those found in the nature. Since the implementation of Sustainable Urban Drainage Systems (SUDS) are a solution used increasingly in urban areas, the characterisation of highly porous media is necessary to assess its effectiveness from a hydrological and hydraulic perspective.
+In this sense, several hydrological modelling tools are available for practitioners [16–30] that include the most common infiltration formulas [15]. However, those formulas were proposed for low infiltration velocities, mainly related to porous media with low permeability such as those found in the nature. Since the implementation of Sustainable Urban Drainage Systems (SUDS) are a solution used increasingly in urban areas, the characterisation of highly porous media is necessary to assess its effectiveness from a hydrological and hydraulic perspective.
 Against this background, this work aims at developing and integrating the infiltration processes specific of permeable pavements in a two-dimensional numerical tool. Hence, the hydraulic behaviour of a permeable asphalt wearing course layer was analysed in the laboratory. The characterisation of the infiltration capacity of this pavement allowed, under different hydraulic conditions, to calibrate and validate a coupled hydraulic-hydrological distributed numerical model based on the solution of the two-dimensional Saint-Venant Equations. A few applications and considerations are also discussed when this type of numerical models are employed for urban flood risk analysis.

@@ Line 387: / Line 387: @@
 [42]  Cea L.,  Bladé E. A simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications. Water Resour. Res., 51:5464–5486, 2015. [https://doi.org/10.1002/2014WR016547. https://doi.org/10.1002/2014WR016547.]
-[43]  Sanz-Ramos M.,  Amengual A.,  Bladé E.,  Romero R.,  Roux H. Flood forecasting using a coupled hydrological and hydraulic model (based on FVM) and highresolution meteorological model. E3S Web Conf., 40, 06028, 2018. [https://doi.org/10.1051/e3sconf/20184006028. https://doi.org/10.1051/e3sconf/20184006028.]
+[43]  Sanz-Ramos M.,  Amengual A.,  Bladé E.,  Romero R.,  Roux H. Flood forecasting using a coupled hydrological and hydraulic model (based on FVM) and highresolution meteorological model. E3S Web Conf., 40:06028, 2018. [https://doi.org/10.1051/e3sconf/20184006028. https://doi.org/10.1051/e3sconf/20184006028.]
-[44]  Sanz-Ramos M., B. Martí-Cardona, E. Bladé, I. Seco, A. Amengual, H. Roux, R. Romero, NRCS-CN Estimation from Onsite and Remote Sensing Data for Management of a Reservoir in the Eastern Pyrenees, J. Hydrol. Eng. 25 (2020) 05020022. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)HE.1943-5584.0001979.
+[44]  Sanz-Ramos M.,  Martí-Cardona B.,  Bladé E.,  Seco I.,  Amengual A.,  Roux H.,  Romero R. NRCS-CN estimation from onsite and remote sensing data for management of a reservoir in the Eastern Pyrenees. J. Hydrol. Eng., 25:05020022, 2020. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)HE.1943-5584.0001979.
-[45] I. Fraga, L. Cea, J. Puertas, G. Mosqueira, B. Quinteiro, S. Botana, L. Fernández, S. Salsón, G. Fernández-García, J. Taboada, MERLIN: Una nueva herramienta para la predicción del riesgo de inundaciones en la demarcación hidrográfica Galicia-Costa, Ing. Del Agua. 25 (2021) 215. [https://doi.org/10.4995/ia.2021.15565. https://doi.org/10.4995/ia.2021.15565.]
+[45]  Fraga I.,  Cea L.,  Puertas J.,  Mosqueira G.,  Quinteiro B.,  Botana S.,  Fernández L.,  Salsón S.,  Fernández-García G.,  Taboada J. MERLIN: Una nueva herramienta para la predicción del riesgo de inundaciones en la demarcación hidrográfica Galicia-Costa. Ing. Del Agua, 25(3):215–227, 2021. [https://doi.org/10.4995/ia.2021.15565. https://doi.org/10.4995/ia.2021.15565.]
-[46] I. Fraga, L. Cea, J. Puertas, Effect of rainfall uncertainty on the performance of physically-based rainfall-runoff models Running title Keywords Acknowledgments 1 Introduction, Hydrol. Process. 33 (2019) 160–173. [https://doi.org/10.1002/hyp.13319. https://doi.org/10.1002/hyp.13319.]
+[46]  Fraga I.,  Cea L.,  Puertas J. Effect of rainfall uncertainty on the performance of physically-based rainfall-runoff models. Hydrol. Process., 33(1):160-173, 2019. [https://doi.org/10.1002/hyp.13319. https://doi.org/10.1002/hyp.13319.]
-[47] R. Courant, K. Friedrichs, H. Lewy, On the partial difference equations of mathematical physics, IBM J. Res. Dev. 11 (1967) 215–234.
+[47]  Courant R.,  Friedrichs K.,  Lewy H. On the partial difference equations of mathematical physics. IBM J. Res. Dev. 11 (1967) 215–234.
 [48] W.H. Green, G. Ampt, Studies of soil physics, part i - the flow of air and water through soils, J. Agric. Sci. 4 (1911) 1–24.

@@ Line 359: / Line 359: @@
 [28]  Yu C.,  Duan J. Simulation of surface Runoff using hydrodynamic model. J. Hydrol. Eng., 22:04017006, 2017. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)HE.1943-5584.0001497.
-[29]  Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Application of Lattice Boltzmann method for surface Runoff in watershed. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., (2017). [https://doi.org/10.23967/j.rimni.2017.6.001. https://doi.org/10.23967/j.rimni.2017.6.001.]
+[29]  Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Application of lattice Boltzmann method for surface runoff in watershed. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., 34(1)), 10, 2018. [https://doi.org/10.23967/j.rimni.2017.6.001. https://doi.org/10.23967/j.rimni.2017.6.001.]
-[30] V. Galina, J. Cargnelutti, E. Kaviski, L. Gramani, A. Lobeiro, Numerical simulation of surface flow through the lattice boltzmann method using sub-basin junction, Rev. Int. Métodos Numéricos Para Cálculos y Diseño En Ing. 37 (2021). [https://doi.org/10.23967/j.rimni.2021.09.006. https://doi.org/10.23967/j.rimni.2021.09.006.]
+[30] Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Numerical simulation of surface flow through the lattice boltzmann method using sub-basin junction. Rev. Int. Métodos Numéricos Para Cálculos y Diseño En Ing., 37(4), 39, 2021. [https://doi.org/10.23967/j.rimni.2021.09.006. https://doi.org/10.23967/j.rimni.2021.09.006.]
-[31] E. Bladé, L. Cea, G. Corestein, E. Escolano, J. Puertas, E. Vázquez-Cendón, J. Dolz, A. Coll, Iber: herramienta de simulación numérica del flujo en ríos, Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing. 30 (2014) 1–10. [https://doi.org/10.1016/j.rimni.2012.07.004. https://doi.org/10.1016/j.rimni.2012.07.004.]
+[31]  Bladé E.,  Cea L.,  Corestein G.,  Escolano E.,  Puertas J.,  Vázquez-Cendón E.,  Dolz J.,  Coll A. Iber: herramienta de simulación numérica del flujo en ríos. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., 30(1):1–10, 2014. [https://doi.org/10.1016/j.rimni.2012.07.004. https://doi.org/10.1016/j.rimni.2012.07.004.]
-[32] E. Bladé, L. Cea, G. Corestein, Numerical modelling of river inundations, Ing. Del Agua. 18 (2014) 68. [https://doi.org/10.4995/ia.2014.3144. https://doi.org/10.4995/ia.2014.3144.]
+[32]  Bladé E.,  Cea L.,  Corestein G. Numerical modelling of river inundations. Ing. Del Agua., 18(1):71-82, 2014. [https://doi.org/10.4995/ia.2014.3144. https://doi.org/10.4995/ia.2014.3144.]
-[33] L. Cea, E. Bladé, G. Corestein, I. Fraga, M. Espinal, J. Puertas, Comparative analysis of several sediment transport formulations applied to dam-break flows over erodible beds, in: EGU Gen. Assem. 2014, Vienna, Austria, 2014. [http://www.iberaula.es/Temas/DisplayTema?id_tema=678. http://www.iberaula.es/Temas/DisplayTema?id_tema=678.]
+[33]  Cea L.,  Bladé E.,  Corestein G.,  Fraga I.,  Espinal M.,  Puertas J. Comparative analysis of several sediment transport formulations applied to dam-break flows over erodible beds. In EGU Gen. Assem. 2014, Vienna, Austria, 2014. [http://www.iberaula.es/Temas/DisplayTema?id_tema=678. http://www.iberaula.es/Temas/DisplayTema?id_tema=678.]
-[34] P.L. Roe, A basis for the upwind differencing of the two-dimensional unsteady Euler equations, Numer. Methods Fluid Dyn. 2. (1986) 55–80.
+[34]  Roe P.L. A basis for the upwind differencing of the two-dimensional unsteady Euler equations. Numer. Methods Fluid Dyn., 2:55–80, 1986.
-[35] E.F. Toro, Riemann Solvers and Numerical Methods for Fluid Dynamics, Springer, Berlin (Heidelberg), 2009. [https://doi.org/10.1007/b79761. https://doi.org/10.1007/b79761.]
+[35]  Toro E.F. Riemann solvers and numerical methods for fluid dynamics. Springer, Berlin (Heidelberg), XXIV, 724, 2009. [https://doi.org/10.1007/b79761. https://doi.org/10.1007/b79761.]
-[36] J. Anta Álvarez, M. Bermúdez, L. Cea, J. Suárez, P. Ures, J. Puertas, Modelización de los impactos por DSU en el río Miño (Lugo), Ing. Del Agua. 19 (2015) 105. [https://doi.org/10.4995/ia.2015.3648. https://doi.org/10.4995/ia.2015.3648.]
+[36]  Anta Álvarez J.,  Bermúdez M.,  Cea L.,  Suárez J.,  Ures P.,  Puertas J. Modelización de los impactos por DSU en el río Miño (Lugo). Ing. Del Agua, 19(2):105–116, 2015. [https://doi.org/10.4995/ia.2015.3648. https://doi.org/10.4995/ia.2015.3648.]
-[37] L. Cea, M. Bermudez, J. Puertas, E. Blade, G. Corestein, E. Escolano, A. Conde, B. Bockelmann-Evans, R. Ahmadian, IberWQ: new simulation tool for 2D water quality modelling in rivers and shallow estuaries, J. Hydroinformatics. 18 (2016) 816–830. [https://doi.org/10.2166/hydro.2016.235. https://doi.org/10.2166/hydro.2016.235.]
+[37]  Cea L.,  Bermudez M.,  Puertas J.,  Blade E.,  Corestein G.,  Escolano E.,  Conde A.,  Bockelmann-Evans B.,  Ahmadian R. IberWQ: new simulation tool for 2D water quality modelling in rivers and shallow estuaries. J. Hydroinformatics, 18:816–830, 2016. [https://doi.org/10.2166/hydro.2016.235. https://doi.org/10.2166/hydro.2016.235.]
-[38] V. Ruiz-Villanueva, E. Bladé, M. Sánchez-Juny, B. Marti-Cardona, A. Díez-Herrero, J.M. Bodoque, Two-dimensional numerical modeling of wood transport, J. Hydroinformatics. 16 (2014) 1077. [https://doi.org/10.2166/hydro.2014.026. https://doi.org/10.2166/hydro.2014.026.]
+[38]  Ruiz-Villanueva V.,  Bladé E.,  Sánchez-Juny M.,  Marti-Cardona B.,  Díez-Herrero A.,  Bodoque J.M. Two-dimensional numerical modeling of wood transport. J. Hydroinformatics, 16(5):1077–1096, 2014. [https://doi.org/10.2166/hydro.2014.026. https://doi.org/10.2166/hydro.2014.026.]
-[39] M. Sanz-Ramos, E. Bladé Castellet, A. Palau Ibars, D. Vericat Querol, A. Ramos-Fuertes, IberHABITAT: evaluación de la Idoneidad del Hábitat Físico y del Hábitat Potencial Útil para peces. Aplicación en el río Eume, Ribagua. 6 (2019) 158–167. [https://doi.org/10.1080/23863781.2019.1664273. https://doi.org/10.1080/23863781.2019.1664273.]
+[39]  Sanz-Ramos M.,  Bladé E.,  Palau A.,  Vericat D.,  Ramos-Fuertes A. IberHABITAT: evaluación de la idoneidad del hábitat físico y del hábitat potencial útil para peces. Aplicación en el río Eume. Ribagua,  6(2):158–167, 2019. [https://doi.org/10.1080/23863781.2019.1664273. https://doi.org/10.1080/23863781.2019.1664273.]
-[40] M. Sanz-Ramos, E. Bladé, A. Torralba, P. Oller, Las ecuaciones de Saint Venant para la modelización de avalanchas de nieve densa, Ing. Del Agua. 24 (2020) 65–79. [https://doi.org/10.4995/ia.2020.12302. https://doi.org/10.4995/ia.2020.12302.]
+[40]  Sanz-Ramos M.,  Bladé E.,  Torralba A.,  Oller P. Las ecuaciones de Saint Venant para la modelización de avalanchas de nieve densa. Ing. Del Agua, 24:65–79, 2020. [https://doi.org/10.4995/ia.2020.12302. https://doi.org/10.4995/ia.2020.12302.]
-[41] M. Sanz-Ramos, C.A. Andrade, P. Oller, G. Furdada, E. Bladé, E. Martínez-Gomariz, Reconstructing the Snow Avalanche of Coll de Pal 2018 (SE Pyrenees), GeoHazards. 2 (2021) 196–211. [https://doi.org/10.3390/geohazards2030011. https://doi.org/10.3390/geohazards2030011.]
+[41]  Sanz-Ramos M.,  Andrade C.A.,  Oller P.,  Furdada G.,  Bladé E.,  Martínez-Gomariz E. Reconstructing the snow avalanche of Coll de Pal 2018 (SE Pyrenees). GeoHazards, 2:196–211,  2021. [https://doi.org/10.3390/geohazards2030011. https://doi.org/10.3390/geohazards2030011.]
-[42] L. Cea, E. Bladé, A simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications, Water Resour. Res. 51 (2015) 5464–5486. [https://doi.org/10.1002/2014WR016547. https://doi.org/10.1002/2014WR016547.]
+[42]  Cea L.,  Bladé E. A simple and efficient unstructured finite volume scheme for solving the shallow water equations in overland flow applications. Water Resour. Res., 51:5464–5486, 2015. [https://doi.org/10.1002/2014WR016547. https://doi.org/10.1002/2014WR016547.]
-[43] M. Sanz-Ramos, A. Amengual, E. Bladé, R. Romero, H. Roux, Flood forecasting using a coupled hydrological and hydraulic model (based on FVM) and highresolution meteorological model, E3S Web Conf. 40 (2018) 06028. [https://doi.org/10.1051/e3sconf/20184006028. https://doi.org/10.1051/e3sconf/20184006028.]
+[43]  Sanz-Ramos M.,  Amengual A.,  Bladé E.,  Romero R.,  Roux H. Flood forecasting using a coupled hydrological and hydraulic model (based on FVM) and highresolution meteorological model. E3S Web Conf., 40, 06028, 2018. [https://doi.org/10.1051/e3sconf/20184006028. https://doi.org/10.1051/e3sconf/20184006028.]
-[44] M. Sanz-Ramos, B. Martí-Cardona, E. Bladé, I. Seco, A. Amengual, H. Roux, R. Romero, NRCS-CN Estimation from Onsite and Remote Sensing Data for Management of a Reservoir in the Eastern Pyrenees, J. Hydrol. Eng. 25 (2020) 05020022. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)HE.1943-5584.0001979.
+[44]  Sanz-Ramos M., B. Martí-Cardona, E. Bladé, I. Seco, A. Amengual, H. Roux, R. Romero, NRCS-CN Estimation from Onsite and Remote Sensing Data for Management of a Reservoir in the Eastern Pyrenees, J. Hydrol. Eng. 25 (2020) 05020022. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)HE.1943-5584.0001979.
 [45] I. Fraga, L. Cea, J. Puertas, G. Mosqueira, B. Quinteiro, S. Botana, L. Fernández, S. Salsón, G. Fernández-García, J. Taboada, MERLIN: Una nueva herramienta para la predicción del riesgo de inundaciones en la demarcación hidrográfica Galicia-Costa, Ing. Del Agua. 25 (2021) 215. [https://doi.org/10.4995/ia.2021.15565. https://doi.org/10.4995/ia.2021.15565.]

@@ Line 351: / Line 351: @@
 [24]  Roux H.,  Labat D.,  Garambois P.-A.,  Maubourguet M.-M.,  Chorda J.,  Dartus D. A physically-based parsimonious hydrological model for flash floods in Mediterranean catchments. Nat. Hazards Earth Syst. Sci., 11:2567–2582, 2011. [https://doi.org/10.5194/nhess-11-2567-2011. https://doi.org/10.5194/nhess-11-2567-2011.]
-[25]  Sañudo E.,  Cea L.,  Puertas J. Modelling pluvial flooding in urban areas coupling the models Iber and SWMM. Water. 12:2647, 2020. [https://doi.org/10.3390/w12092647. https://doi.org/10.3390/w12092647.]
+[25]  Sañudo E.,  Cea L.,  Puertas J. Modelling pluvial flooding in urban areas coupling the models Iber and SWMM. Water., 12:2647, 2020. [https://doi.org/10.3390/w12092647. https://doi.org/10.3390/w12092647.]
 [26] USACE. Hydrologic Modeling System (HEC-HMS). Technical Reference Manual, US Army Coprs of Engineers, Institute for Water Resources, Hydrologic Engineering Center, Dacis, CA, USA, 2000.
@@ Line 359: / Line 359: @@
 [28]  Yu C.,  Duan J. Simulation of surface Runoff using hydrodynamic model. J. Hydrol. Eng., 22:04017006, 2017. [https://doi.org/10.1061/ https://doi.org/10.1061/](ASCE)HE.1943-5584.0001497.
-[29] V. Galina, J. Cargnelutti, E. Kaviski, L.M. Gramani, A.M. Lobeiro, Application of Lattice Boltzmann Method for Surface Runoff in Watershed, Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing. (2017). [https://doi.org/10.23967/j.rimni.2017.6.001. https://doi.org/10.23967/j.rimni.2017.6.001.]
+[29]  Galina V.,  Cargnelutti J.,  Kaviski E.,  Gramani L.M.,  Lobeiro A.M. Application of Lattice Boltzmann method for surface Runoff in watershed. Rev. Int. Métodos Numéricos Para Cálculo y Diseño En Ing., (2017). [https://doi.org/10.23967/j.rimni.2017.6.001. https://doi.org/10.23967/j.rimni.2017.6.001.]
 [30] V. Galina, J. Cargnelutti, E. Kaviski, L. Gramani, A. Lobeiro, Numerical simulation of surface flow through the lattice boltzmann method using sub-basin junction, Rev. Int. Métodos Numéricos Para Cálculos y Diseño En Ing. 37 (2021). [https://doi.org/10.23967/j.rimni.2021.09.006. https://doi.org/10.23967/j.rimni.2021.09.006.]