Pub Date : 2015-01-01DOI: 10.1016/j.riba.2015.07.001
J. Martín-Vide
{"title":"Restauración del río Besòs en Barcelona. Historia y lecciones","authors":"J. Martín-Vide","doi":"10.1016/j.riba.2015.07.001","DOIUrl":"https://doi.org/10.1016/j.riba.2015.07.001","url":null,"abstract":"","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2015-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/j.riba.2015.07.001","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"55050687","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2015-01-01DOI: 10.1016/j.riba.2015.08.001
J.M. Díaz Lozada , C.M. García , H. Herrero , M. Romagnoli , A. Cossavella
El coeficiente de dispersión longitudinal (D) es un parámetro fundamental requerido para predecir el transporte de contaminantes en un curso fluvial. La determinación experimental de D mediante técnicas convencionales como, por ejemplo, ensayo de trazadores, requieren una gran inversión en planificación, personal técnico y análisis posterior, y los resultados son únicamente válidos para las condiciones de flujo presentes en el momento de realizar la medición. En los ríos de la zona central de Argentina, los cuales presentan una gran variabilidad estacional de caudales, se hace muy costosa la determinación de este coeficiente D con ensayo de trazadores, ya que se deberían evaluar un amplio rango de condiciones de flujo existentes. Debido a esto, se utilizan fórmulas empíricas, desarrolladas por diversos autores, que permiten estimar el coeficiente de dispersión longitudinal de acuerdo con parámetros hidráulicos globales (profundidad, velocidad media del flujo, ancho del río, etc.). Sin embargo, estas expresiones presentan una gran variación en sus resultados y solo funcionan adecuadamente en ríos con características similares a los que fueron ajustadas. Es por ello que, en este trabajo, se estima, de manera alternativa, el coeficiente D mediante una caracterización hidrodinámica detallada, realizada en sistema fluvial con un perfilador de corriente acústico Doppler (ADCP). Se adoptó, como sistema fluvial de estudio, el río Carcarañá que escurre por la región central de Argentina (provincias de Córdoba y Santa Fe). A partir de las estimaciones realizadas, se evalúa D en los principales tributarios del sistema fluvial y se comparan los resultados con los obtenidos de la aplicación de las formulas empíricas y con ábacos desarrollados sobre la base de valores reportados para diferentes ríos del mundo.
The Longitudinal dispersion coefficient (D) is a fundamental parameter required to predict the transport of pollutants in rivers. The experimental determinations of D by conventional techniques, such as tracers test, require a large investment in planning, staff and subsequent analysis, and the results are only valid for the flow conditions present during the test. Using tracers test to estimate D is very expensive in rivers of central region of Argentina which have a large seasonal variability of flow discharges (with maximum values one or two orders of magnitude larger than the mean values), as tracers test should be performed for a wide range of flow conditions. Thus, water quality modelers use empirical formulas developed by various authors estimating the longitudinal dispersion coefficient based on global hydraulic parameters (mean flow depth and velocity, river width, etc.). However, these formulas show large scatter in the results and only perform properly in rivers with similar characteristics that were calibrated. On that basis, an alternative estimation of the coefficient of longitudinal dispe
纵向散射系数(D)是预测河流中污染物运移所必需的一个基本参数。使用示踪剂测试等传统技术进行实验测定D需要在规划、技术人员和后续分析方面投入大量资金,而结果仅适用于测量时存在的流动条件。在阿根廷中部的河流中,水流的季节性变化很大,用示踪剂测试来确定这个系数D是非常昂贵的,因为必须评估广泛的现有流动条件。因此,我们使用了由不同作者开发的经验公式,允许根据整体水力参数(深度、平均流量、河流宽度等)估计纵向分散系数。然而,这些表达式的结果有很大的差异,只有在特征与调整后的河流相似的情况下才能正常工作。因此,在本研究中,D系数是通过多普勒声流剖面仪(ADCP)对河流系统进行详细的水动力表征来估计的。本研究的目的是评估阿根廷中部地区(cordoba省和圣达菲省)的河流系统。根据所作的估计,对河流系统的主要支流进行了评估,并将结果与应用经验公式所得的结果进行了比较,并根据世界上不同河流的报告值进行了计算。纵向色散系数(D)是预测污染物在河流中的传输所需要的基本参数。用常规技术(如示踪剂测试)对D进行实验测定,需要在规划、人员和后续分析方面投入大量资金,其结果仅适用于测试期间存在的流动条件。test判断D is Using tracers非常贵阿根廷in河流of central region of which have a large季节性方案of flow产生(with maximum价值观one or two》magnitude larger than the意味着价值观),as tracers test应当促进a wide range of flow条件。因此,水质建模人员使用不同作者开发的经验公式,根据整体水力参数(平均流量深度和速度、河流宽度等)估计纵向色散系数。= =地理= =根据美国人口普查,该县的总面积为,其中土地和(1.2%)水。在此基础上,本文通过在河流系统中使用声学多普勒电流剖面仪(ADCP)进行详细的实验水动力表征,对纵向色散系数进行了另一种估计。carcarana河流经阿根廷的科尔多瓦和圣达菲省,已被选为研究系统。本文的结果包括分析的河流系统不同流量的值或纵向离散系数,这些值与利用世界各地不同河流系统的数据开发的经验公式和图估算的值进行了比较。
{"title":"Estimación del coeficiente de dispersión longitudinal en ríos de la región central de Argentina utilizando ADCP","authors":"J.M. Díaz Lozada , C.M. García , H. Herrero , M. Romagnoli , A. Cossavella","doi":"10.1016/j.riba.2015.08.001","DOIUrl":"10.1016/j.riba.2015.08.001","url":null,"abstract":"<div><p>El coeficiente de dispersión longitudinal (D) es un parámetro fundamental requerido para predecir el transporte de contaminantes en un curso fluvial. La determinación experimental de D mediante técnicas convencionales como, por ejemplo, ensayo de trazadores, requieren una gran inversión en planificación, personal técnico y análisis posterior, y los resultados son únicamente válidos para las condiciones de flujo presentes en el momento de realizar la medición. En los ríos de la zona central de Argentina, los cuales presentan una gran variabilidad estacional de caudales, se hace muy costosa la determinación de este coeficiente D con ensayo de trazadores, ya que se deberían evaluar un amplio rango de condiciones de flujo existentes. Debido a esto, se utilizan fórmulas empíricas, desarrolladas por diversos autores, que permiten estimar el coeficiente de dispersión longitudinal de acuerdo con parámetros hidráulicos globales (profundidad, velocidad media del flujo, ancho del río, etc.). Sin embargo, estas expresiones presentan una gran variación en sus resultados y solo funcionan adecuadamente en ríos con características similares a los que fueron ajustadas. Es por ello que, en este trabajo, se estima, de manera alternativa, el coeficiente D mediante una caracterización hidrodinámica detallada, realizada en sistema fluvial con un perfilador de corriente acústico Doppler (ADCP). Se adoptó, como sistema fluvial de estudio, el río Carcarañá que escurre por la región central de Argentina (provincias de Córdoba y Santa Fe). A partir de las estimaciones realizadas, se evalúa D en los principales tributarios del sistema fluvial y se comparan los resultados con los obtenidos de la aplicación de las formulas empíricas y con ábacos desarrollados sobre la base de valores reportados para diferentes ríos del mundo.</p></div><div><p>The Longitudinal dispersion coefficient (<em>D</em>) is a fundamental parameter required to predict the transport of pollutants in rivers. The experimental determinations of <em>D</em> by conventional techniques, such as tracers test, require a large investment in planning, staff and subsequent analysis, and the results are only valid for the flow conditions present during the test. Using tracers test to estimate <em>D</em> is very expensive in rivers of central region of Argentina which have a large seasonal variability of flow discharges (with maximum values one or two orders of magnitude larger than the mean values), as tracers test should be performed for a wide range of flow conditions. Thus, water quality modelers use empirical formulas developed by various authors estimating the longitudinal dispersion coefficient based on global hydraulic parameters (mean flow depth and velocity, river width, etc.). However, these formulas show large scatter in the results and only perform properly in rivers with similar characteristics that were calibrated. On that basis, an alternative estimation of the coefficient of longitudinal dispe","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2015-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/j.riba.2015.08.001","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"55050709","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2015-01-01DOI: 10.1016/j.riba.2015.10.001
Fabián A. Bombardelli , Ramiro Aurín
{"title":"Introducción de los Editores","authors":"Fabián A. Bombardelli , Ramiro Aurín","doi":"10.1016/j.riba.2015.10.001","DOIUrl":"10.1016/j.riba.2015.10.001","url":null,"abstract":"","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2015-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/j.riba.2015.10.001","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"55050738","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2015-01-01DOI: 10.1016/j.riba.2015.07.001
J.P. Martín-Vide
Se describe la recuperación ambiental de un río urbano y torrencial que cruza el área metropolitana de Barcelona. Se repasa su historia, problemas ambientales, limitaciones de la restauración, diseño morfodinámico, estudios técnicos en modelo físico y de transporte sólido, aspectos sociales, y se hace una evaluación de la intervención doce años después de realizada.
The paper describes the environmental restoration of a torrential urban river flowing through the metropolitan area of Barcelona (Spain). An overview of the river history, environmental problems, constraints for the restoration, morphodynamical design, technical studies in a physical model, sediment transport and social aspects are presented. The restoration is assessed twelve years after its completion.
{"title":"Restauración del río Besòs en Barcelona. Historia y lecciones aprendidas","authors":"J.P. Martín-Vide","doi":"10.1016/j.riba.2015.07.001","DOIUrl":"https://doi.org/10.1016/j.riba.2015.07.001","url":null,"abstract":"<div><p>Se describe la recuperación ambiental de un río urbano y torrencial que cruza el área metropolitana de Barcelona. Se repasa su historia, problemas ambientales, limitaciones de la restauración, diseño morfodinámico, estudios técnicos en modelo físico y de transporte sólido, aspectos sociales, y se hace una evaluación de la intervención doce años después de realizada.</p></div><div><p>The paper describes the environmental restoration of a torrential urban river flowing through the metropolitan area of Barcelona (Spain). An overview of the river history, environmental problems, constraints for the restoration, morphodynamical design, technical studies in a physical model, sediment transport and social aspects are presented. The restoration is assessed twelve years after its completion.</p></div>","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2015-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/j.riba.2015.07.001","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91767690","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2014-01-01DOI: 10.1016/S2386-3781(15)30008-6
T. Ramos del Rosario , M.D. Cordero Page , V. Elviro Gracia , C. Mateos Iguácel
Regulating siphons present important advantages when the discharge capacity of a dam needs to be augmented. In addition to the increase of discharge capacity other advantages include: the lack of effects on the operating conditions; no modification is needed to the normal maximum level or spill level; and it is possible to design a discharge rule for the siphon as appropriate.
Furthermore, it is possible for these siphons to begin discharging before the reservoir level reaches the threshold discharge level with the possibility of reducing the reservoir level before arrival of a flood event, thus improving the flood attenuation. In this paper the operation of a siphon to start working before the reservoir reaches the discharge threshold is described, as well as, how to limit the risk of operational error. Finally, an example of the effectiveness of these siphons is given.
{"title":"Vertido anticipado en avenidas por medio de sifones regulables","authors":"T. Ramos del Rosario , M.D. Cordero Page , V. Elviro Gracia , C. Mateos Iguácel","doi":"10.1016/S2386-3781(15)30008-6","DOIUrl":"10.1016/S2386-3781(15)30008-6","url":null,"abstract":"<div><p>Regulating siphons present important advantages when the discharge capacity of a dam needs to be augmented. In addition to the increase of discharge capacity other advantages include: the lack of effects on the operating conditions; no modification is needed to the normal maximum level or spill level; and it is possible to design a discharge rule for the siphon as appropriate.</p><p>Furthermore, it is possible for these siphons to begin discharging before the reservoir level reaches the threshold discharge level with the possibility of reducing the reservoir level before arrival of a flood event, thus improving the flood attenuation. In this paper the operation of a siphon to start working before the reservoir reaches the discharge threshold is described, as well as, how to limit the risk of operational error. Finally, an example of the effectiveness of these siphons is given.</p></div>","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2014-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/S2386-3781(15)30008-6","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"56875384","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2014-01-01DOI: 10.1016/S2386-3781(15)30007-4
M. Fossati , P. Santoro , R. Mosquera , C. Martínez , F. Ghiardo , P. Ezzatti , F. Pedocchi , I. Piedra-CuevaI
This article summarizes the main advances made by our group in the study of flow and substance transport dynamics in the Río de la Plata, based on the implementation of various models (RMA, MOHID, MARS) and incorporating existing high-quality field information. In the Río de la Plata, the main forcings that influence water circulation are flow discharge from its tributaries, tide waves (astronomic and meteorologic), and winds. There is a clear difference between the inner-middle region and the outer region of the Río de la Plata. The division between these two regions is known as the frontal region, where there is considerable widening of the section and an increase in depth. Because of these characteristics, the salinity field coming from the Atlantic Ocean reaches this region, with greater intensity in the deep regions where the saline stratification is more pronounced. This in turn gives the residual velocities in the middle region the typical two-dimensional characteristics of a flow discharge (net transport toward the outer region), while the residual flow in the outer region shows more complex, three-dimensional characteristics, with mainly incoming flow toward the continent in the deep areas and flow discharge mainly through the shallow coastal areas. There is an area of almost nil residual current in the frontal region. In addition to this clear spacial difference in the behavior of the body of the water, the meteorological conditions have a determining influence. The present study discusses diverse behaviors of the currents, salinity and fine sediment dynamics under calm and storm conditions.
本文基于RMA、MOHID、MARS等多种模型的实现,结合已有的高质量野外资料,总结了本课组在Río de la Plata流动和物质输运动力学研究方面取得的主要进展。在Río de la Plata,影响水循环的主要作用力是其支流的流量、潮汐波(天文和气象)和风。在Río de la Plata的内中部地区和外部地区之间存在明显的差异。这两个区域之间的分界被称为额区,那里的剖面相当宽,深度增加。由于这些特点,来自大西洋的盐度场到达该区域,在盐水分层更明显的深层区域强度更大。这反过来又使中部地区的剩余速度具有典型的二维流动特征(向外区域净输送),而外部地区的剩余流量则表现出更复杂的三维特征,主要是深部地区的流入流向大陆,而流量主要通过浅海岸区。额叶区有一块几乎没有剩余电流的区域。除了水体的这种明显的空间差异之外,气象条件也有决定性的影响。本文讨论了风平浪静和风暴条件下海流、盐度和细沙动力学的变化规律。
{"title":"Dinámica de flujo, del campo salino y de los sedimentos finos en el Río de la Plata","authors":"M. Fossati , P. Santoro , R. Mosquera , C. Martínez , F. Ghiardo , P. Ezzatti , F. Pedocchi , I. Piedra-CuevaI","doi":"10.1016/S2386-3781(15)30007-4","DOIUrl":"10.1016/S2386-3781(15)30007-4","url":null,"abstract":"<div><p>This article summarizes the main advances made by our group in the study of flow and substance transport dynamics in the Río de la Plata, based on the implementation of various models (RMA, MOHID, MARS) and incorporating existing high-quality field information. In the Río de la Plata, the main forcings that influence water circulation are flow discharge from its tributaries, tide waves (astronomic and meteorologic), and winds. There is a clear difference between the inner-middle region and the outer region of the Río de la Plata. The division between these two regions is known as the frontal region, where there is considerable widening of the section and an increase in depth. Because of these characteristics, the salinity field coming from the Atlantic Ocean reaches this region, with greater intensity in the deep regions where the saline stratification is more pronounced. This in turn gives the residual velocities in the middle region the typical two-dimensional characteristics of a flow discharge (net transport toward the outer region), while the residual flow in the outer region shows more complex, three-dimensional characteristics, with mainly incoming flow toward the continent in the deep areas and flow discharge mainly through the shallow coastal areas. There is an area of almost nil residual current in the frontal region. In addition to this clear spacial difference in the behavior of the body of the water, the meteorological conditions have a determining influence. The present study discusses diverse behaviors of the currents, salinity and fine sediment dynamics under calm and storm conditions.</p></div>","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2014-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/S2386-3781(15)30007-4","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"56875263","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2014-01-01DOI: 10.1016/S2386-3781(15)30004-9
F. Francés , G. Bussi
In this study, the distributed hydrological and sedimentological model TETIS was applied in the Ésera River catchment (Spain). The aim of this study was to analyze the effect of Climate Change on the sediment dynamics in the catchment and the siltation of Barasona reservoir that drains it. The implementation of the sediment sub-model was performed using the volumes of sediment deposited in the reservoir and measured from three historical bathymetries as reference. To analyze the effects of Climate Change, the precipitation and temperature series obtained from the PRUDENCE project, for the current and future A2 and B2 climate scenarios have been used as model inputs. From the results of the simulations with TETIS, it can be concluded that the flow discharges tend to decrease in the future as a direct result of reduced precipitation, increased potential evapotranspiration and reduced soil moisture within the catchment. Despite the trend towards more torrential rainfall, model results indicate that floods will also tend to decrease, more markedly for the A2 scenario than for the B2 scenario, due to the large decrease in soil moisture already mentioned. Moreover, sediment transport tends to decrease for the A2 and increase for the B2 scenario. This situation is reflected in the siltation rates of Barasona reservoir, wherein for B2 no substantial changes are expected, as compared to the situation of the current climate condition, whereas for the A2 scenario a significantly longer service life is expected.
{"title":"Análisis del impacto del cambio climático en el ciclo de sedimentos de la cuenca del río Ésera (España) mediante un modelo hidrológico distribuido","authors":"F. Francés , G. Bussi","doi":"10.1016/S2386-3781(15)30004-9","DOIUrl":"10.1016/S2386-3781(15)30004-9","url":null,"abstract":"<div><p>In this study, the distributed hydrological and sedimentological model TETIS was applied in the Ésera River catchment (Spain). The aim of this study was to analyze the effect of Climate Change on the sediment dynamics in the catchment and the siltation of Barasona reservoir that drains it. The implementation of the sediment sub-model was performed using the volumes of sediment deposited in the reservoir and measured from three historical bathymetries as reference. To analyze the effects of Climate Change, the precipitation and temperature series obtained from the PRUDENCE project, for the current and future A2 and B2 climate scenarios have been used as model inputs. From the results of the simulations with TETIS, it can be concluded that the flow discharges tend to decrease in the future as a direct result of reduced precipitation, increased potential evapotranspiration and reduced soil moisture within the catchment. Despite the trend towards more torrential rainfall, model results indicate that floods will also tend to decrease, more markedly for the A2 scenario than for the B2 scenario, due to the large decrease in soil moisture already mentioned. Moreover, sediment transport tends to decrease for the A2 and increase for the B2 scenario. This situation is reflected in the siltation rates of Barasona reservoir, wherein for B2 no substantial changes are expected, as compared to the situation of the current climate condition, whereas for the A2 scenario a significantly longer service life is expected.</p></div>","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2014-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/S2386-3781(15)30004-9","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"56875423","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2014-01-01DOI: 10.1016/S2386-3781(15)30005-0
J.S. Salinas, M.I. Cantero, E.A. Dari
Gravity currents are flows generated by horizontal pressure gradients resulting from the effect of gravity on fluids of different density. When they occur in nature, gravity currents have a strong nonlinear behavior and have a wide range of temporal and spatial scales. In addition, the rotation of the earth raises the level of complexity of gravity currents due to the effect of the Coriolis force. This work addresses rotating gravity currents in planar geometry by direct numerical simulation (DNS). The simulations allow for a detailed analysis of the flow development, macroscopic parameters of the flow and turbulence structure. Simulations were performed using a pseudospectral code that uses Fourier expansions in the two horizontal directions and Chebyshev expansions in the vertical direction. This work documents in detail the code developed and the validation performed by comparing a simulation with experimental observations and theoretical predictions. This work also reports on two simulations with different rotation speeds. It was found that the flow rotation restricts the development of the current in the propagating direction, and induces oscillations in the front position. The frequency of these oscillations varies linearly with the rotation speed. Finally, this work also reports on Kelvin-Helmholtz-like turbulent structures at the front of the current produced by the rotation of the system.
{"title":"Simulación directa de turbulencia en corrientes de gravedad con efecto Coriolis","authors":"J.S. Salinas, M.I. Cantero, E.A. Dari","doi":"10.1016/S2386-3781(15)30005-0","DOIUrl":"10.1016/S2386-3781(15)30005-0","url":null,"abstract":"<div><p>Gravity currents are flows generated by horizontal pressure gradients resulting from the effect of gravity on fluids of different density. When they occur in nature, gravity currents have a strong nonlinear behavior and have a wide range of temporal and spatial scales. In addition, the rotation of the earth raises the level of complexity of gravity currents due to the effect of the Coriolis force. This work addresses rotating gravity currents in planar geometry by direct numerical simulation (DNS). The simulations allow for a detailed analysis of the flow development, macroscopic parameters of the flow and turbulence structure. Simulations were performed using a pseudospectral code that uses Fourier expansions in the two horizontal directions and Chebyshev expansions in the vertical direction. This work documents in detail the code developed and the validation performed by comparing a simulation with experimental observations and theoretical predictions. This work also reports on two simulations with different rotation speeds. It was found that the flow rotation restricts the development of the current in the propagating direction, and induces oscillations in the front position. The frequency of these oscillations varies linearly with the rotation speed. Finally, this work also reports on Kelvin-Helmholtz-like turbulent structures at the front of the current produced by the rotation of the system.</p></div>","PeriodicalId":42124,"journal":{"name":"RIBAGUA-Revista Iberoamericana del Agua","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2014-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/S2386-3781(15)30005-0","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"56875501","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}