This page has only limited features, please log in for full access.
Open looped channels are an energy-efficient and low-cost solution often adopted for the cultivation of algae. These channels are commonly composed by two parallel straight channels interconnected by two curving sections and, as such, are referred as raceway ponds. The scaling up of algae production systems, usually associated with novel usages of algal products, has created new challenges for raceway-based cultivation systems. In particular, the uncertainties of cultivating novel algae cultures, e.g. macroalgae for which optimal inland cultivation conditions are still under-researched, impose further demands for raceway design and operation. Versatile operational conditions for raceways may be thus desirable for pioneering inland cultivation systems for certain species, applications and climate conditions. In this work, raceways of standard design are evaluated in terms of geometry, specifically raceway length, width and operational conditions, i.e. flow depth and operational velocity, with the use of a CFD tool. The hydrodynamic performance of the studied cases is analysed based on velocity uniformity and power consumption.
Adriano Lima; Bárbara Marinho; Tiago Morais. Hydrodynamic analysis of flow in raceway ponds for algae cultivation under versatile conditions. Aquaculture International 2020, 29, 19 -35.
AMA StyleAdriano Lima, Bárbara Marinho, Tiago Morais. Hydrodynamic analysis of flow in raceway ponds for algae cultivation under versatile conditions. Aquaculture International. 2020; 29 (1):19-35.
Chicago/Turabian StyleAdriano Lima; Bárbara Marinho; Tiago Morais. 2020. "Hydrodynamic analysis of flow in raceway ponds for algae cultivation under versatile conditions." Aquaculture International 29, no. 1: 19-35.
Hydrodynamic zones of river confluences are remarkable not only for the turbulent mixing induced by the shear layer at the center of the mixing interface but also for the lateral momentum fluxes associated with channel topography. Detailed characterizations of lateral momentum transfers in river confluences, however, are few. In this study, contributions to the lateral momentum fluxes in the confluence of the Negro and Solimões rivers in Brazil were calculated based on a comprehensive set of field data. Results show that the lateral fluxes by the mean flow exceed the turbulent fluxes by two orders of magnitude. Furthermore, the Reynolds stress along the far field of the Solimões side of the Amazon channel scales with or surpasses the Reynolds stress at the interface with the Negro side. The importance of the shear layer in the lateral mixing is thus overshadowed by the competing hydrodynamic processes. This configuration partially explains the long distance required to complete the mixing of the waters of the two tributary rivers.
Adriano Coutinho de Lima. Lateral Momentum Fluxes at the Confluence of the Negro and Solimões Rivers. Geosciences 2018, 9, 7 .
AMA StyleAdriano Coutinho de Lima. Lateral Momentum Fluxes at the Confluence of the Negro and Solimões Rivers. Geosciences. 2018; 9 (1):7.
Chicago/Turabian StyleAdriano Coutinho de Lima. 2018. "Lateral Momentum Fluxes at the Confluence of the Negro and Solimões Rivers." Geosciences 9, no. 1: 7.
流れの安定性に関する研究は古くからされており,自由表面流の安定性についても多く研究されてきた.本研究では,摂動の振幅を微小パラメータとした線形安定解析によって得られた安定性ダイアグラムにおける中立点付近での摂動の増幅について詳細に調べるため,増幅率展開法を用いて弱非線形安定解析を行った.その結果,波数がゼロの近傍での臨界Reynolds数付近の分岐形態は,勾配の大きい範囲で超臨界分岐であることがわかった.
Aika Hisahara; Adriano Coutinho de Lima; Norihiro Izumi. NONLINEAR STABILITY ANALYSIS OF FREE SURFACE FLOW. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2018, 74, I_607 -I_612.
AMA StyleAika Hisahara, Adriano Coutinho de Lima, Norihiro Izumi. NONLINEAR STABILITY ANALYSIS OF FREE SURFACE FLOW. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2018; 74 (4):I_607-I_612.
Chicago/Turabian StyleAika Hisahara; Adriano Coutinho de Lima; Norihiro Izumi. 2018. "NONLINEAR STABILITY ANALYSIS OF FREE SURFACE FLOW." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 74, no. 4: I_607-I_612.
Linear stability analysis (LSA) is performed in order to investigate the bed stability of open channel flow. The bed is assumed to be covered with sediment. The governing equations are the Reynolds averaged Navier Stokes equation (RANS) and the dispersion/diffusion equation of suspended sediment c. In addition, as a turbulent closure model, we employ the standard k-ε model which includes the transport equation of turbulent kinetic energy k, and the transport equation of the dissipation rate ε. Asymptotic expansions of the variables are then introduced into the governing equations to obtain the perturbation equations. The perturbation equations are solved with the use of the spectral collocation method incorporated with the Chebyshev polynomials. It is found that density stratification increases the velocity and suspended sediment concentration at the region near to the bed in the base state condition. The unstable region of antidune is shifted to the range of smaller wavenumber around the critical Froude number due to the effect of density stratification.
Sytharith Pen; Norihiro Izumi; Adriano Coutinho de Lima. LINEAR STABILITY ANALYSIS OF UPPER-REGIME BED WAVES INCLUDING THE EFFECT OF DENSITY STRATIFICATION. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2018, 74, I_1099 -I_1104.
AMA StyleSytharith Pen, Norihiro Izumi, Adriano Coutinho de Lima. LINEAR STABILITY ANALYSIS OF UPPER-REGIME BED WAVES INCLUDING THE EFFECT OF DENSITY STRATIFICATION. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2018; 74 (4):I_1099-I_1104.
Chicago/Turabian StyleSytharith Pen; Norihiro Izumi; Adriano Coutinho de Lima. 2018. "LINEAR STABILITY ANALYSIS OF UPPER-REGIME BED WAVES INCLUDING THE EFFECT OF DENSITY STRATIFICATION." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 74, no. 4: I_1099-I_1104.
植生を有する流れに関する研究は工学・環境的に重要であるため数多く行われている.本研究は植生層を有する開水路流において混合距離モデルを用いて数値解析を行い,流れ構造について検討したものである.平均流れではなく,不安定性の発生していない安定した流れを基本状態とすることで,不安定性の発生する条件をより明確に特定することが可能となった.本研究で求めた基本状態流れにおける流速分布は,先行研究による実験値との良好な対応を示した.また,本研究で得られた安定性ダイアグラムから,流れの不安定性には植生の抵抗が影響していることが明らかになった.
Kazuhisa Tsunekawa; Adriano Coutinho de Lima; Norihiro Izumi. STRUCTURE OF OPEN-CHANNEL FLOW WITH SUBMERGED VEGETATION. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2018, 74, I_571 -I_576.
AMA StyleKazuhisa Tsunekawa, Adriano Coutinho de Lima, Norihiro Izumi. STRUCTURE OF OPEN-CHANNEL FLOW WITH SUBMERGED VEGETATION. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2018; 74 (4):I_571-I_576.
Chicago/Turabian StyleKazuhisa Tsunekawa; Adriano Coutinho de Lima; Norihiro Izumi. 2018. "STRUCTURE OF OPEN-CHANNEL FLOW WITH SUBMERGED VEGETATION." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 74, no. 4: I_571-I_576.
近年,岩盤河床の侵食に関する知識は,河川工学,地形学,生態学など様々な分野から関心が寄せられている.岩盤河床の侵食は,主に流砂の摩耗作用により誘発されるため河床上の砂礫の堆積状態を表す被覆率に大きく影響される.河川湾曲部では二次流による河床付近の砂礫の運搬により,河道横断面内において被覆率が適値となる位置は限定され,その位置で岩盤河床の侵食が局所的に発生すると予測される. 本研究では,一様湾曲水路を用いた室内実験により岩盤河床が完全に被覆された箇所と完全に露出した箇所を同時に有する場合における岩盤河床の侵食を再現した.本論文では,実験により観測された岩盤河床の侵食発生箇所及び地形形状の特徴について報告する.
Shinya Taguchi; Sunao Kobayashi; Adriano Coutinho de Lima; Norihiro Izumi. EXPERIMENTAL STUDY ON MIXED BEDROCK-ALLUVIAL BED EROSION IN ANNULAR FLUME FLOW. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2018, 74, I_1039 -I_1044.
AMA StyleShinya Taguchi, Sunao Kobayashi, Adriano Coutinho de Lima, Norihiro Izumi. EXPERIMENTAL STUDY ON MIXED BEDROCK-ALLUVIAL BED EROSION IN ANNULAR FLUME FLOW. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2018; 74 (4):I_1039-I_1044.
Chicago/Turabian StyleShinya Taguchi; Sunao Kobayashi; Adriano Coutinho de Lima; Norihiro Izumi. 2018. "EXPERIMENTAL STUDY ON MIXED BEDROCK-ALLUVIAL BED EROSION IN ANNULAR FLUME FLOW." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 74, no. 4: I_1039-I_1044.
本論文では, 管水路内の気液二相流の不安定性を予測するためのモデルを提案する. 流れは層流を仮定し, 支配方程式として気相と液相の両相に対し二次元のNavier-Stokes方程式と連続式を用いて流体の運動を記述する. Reynolds数, 管路勾配, 圧力勾配, 管径といった様々なパラメータを変化させて時間的な線形安定解析を行った.解析の結果, 低Reynolds数での不安定性を支配する長波は空気圧の変化にほとんど影響されないが、高Reynolds数では短波に関して不安定性に対する空気圧効果が大きく関係していることが示された.
Toru Tanigawa; Adriano Coutinho de Lima. LINEAR STABILITY ANALYSIS OF AIR-WATER FLOW IN A PIPELINE. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2018, 74, I_763 -I_768.
AMA StyleToru Tanigawa, Adriano Coutinho de Lima. LINEAR STABILITY ANALYSIS OF AIR-WATER FLOW IN A PIPELINE. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2018; 74 (5):I_763-I_768.
Chicago/Turabian StyleToru Tanigawa; Adriano Coutinho de Lima. 2018. "LINEAR STABILITY ANALYSIS OF AIR-WATER FLOW IN A PIPELINE." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 74, no. 5: I_763-I_768.
Adriano Coutinho de Lima; N. Izumi. Linear stability analysis of open-channel flow overlying a porous medium. Journal of Hydraulic Research 2017, 56, 211 -220.
AMA StyleAdriano Coutinho de Lima, N. Izumi. Linear stability analysis of open-channel flow overlying a porous medium. Journal of Hydraulic Research. 2017; 56 (2):211-220.
Chicago/Turabian StyleAdriano Coutinho de Lima; N. Izumi. 2017. "Linear stability analysis of open-channel flow overlying a porous medium." Journal of Hydraulic Research 56, no. 2: 211-220.
近年,多くの河川において基盤岩の露出による岩盤河床の侵食が深刻な問題となっている.岩盤河床の侵食は流砂の摩耗現象により引き起こされるため,河床上の砂礫堆積箇所と基盤岩の露出箇所を知ることは岩盤河床の侵食を考える際に重要となる.二次流により内岸で砂礫の堆積,外岸で基盤岩の露出が見られる湾曲部においては,ある特徴を持った岩盤河床の侵食が発生すると予測できる. 本研究では,湾曲部における岩盤河床の侵食に着目し,一様湾曲水路を用いた室内実験を行うことで岩盤河床の侵食を再現した.そして,湾曲部における岩盤河床の侵食発生箇所及び河床変化の動態についていくつかの特徴を観測することができた.本論文では,実験結果とその特徴について報告する.
Shinya Taguchi; Haruki Ozawa; Adriano Coutinho de Lima; Norihiro Izumi. EXPERIMENTAL STUDY ON BEDROCK INCISION AND BED CONFIGURATION IN ANNULAR FLUME FLOW. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2017, 73, I_847 -I_852.
AMA StyleShinya Taguchi, Haruki Ozawa, Adriano Coutinho de Lima, Norihiro Izumi. EXPERIMENTAL STUDY ON BEDROCK INCISION AND BED CONFIGURATION IN ANNULAR FLUME FLOW. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2017; 73 (4):I_847-I_852.
Chicago/Turabian StyleShinya Taguchi; Haruki Ozawa; Adriano Coutinho de Lima; Norihiro Izumi. 2017. "EXPERIMENTAL STUDY ON BEDROCK INCISION AND BED CONFIGURATION IN ANNULAR FLUME FLOW." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 73, no. 4: I_847-I_852.
The comparison between spatial and temporal growth of perturbations in a shear layer is revisited for the case of a viscous open-channel flow with velocity inflection. Turbulence is characterized by two distinct scales: a subdepth turbulence associated with the bed shear stress and a large-scale turbulence associated with the large horizontal eddies that develop in the shear layer. Temporal and spatial linear stability analyses are performed. The base flow is assumed to be affected only by the subdepth scale turbulence. Therefore, the base flow represents not the average flow but the flow completely free of the effect of the instability of the shear layer. Temporal and spatial approaches present less discrepancy in the viscous than in the previously analyzed in-viscous case. In particular, the phase velocity was found to be strongly correlated to the frequency in both the temporal and spatial approaches.
Adriano C. De Lima; Norihiro Izumi. Spatial and Temporal Growth of Perturbations in Open-Channel Viscous Transverse Shear Flow. Journal of Hydraulic Engineering 2016, 142, 04016067 .
AMA StyleAdriano C. De Lima, Norihiro Izumi. Spatial and Temporal Growth of Perturbations in Open-Channel Viscous Transverse Shear Flow. Journal of Hydraulic Engineering. 2016; 142 (12):04016067.
Chicago/Turabian StyleAdriano C. De Lima; Norihiro Izumi. 2016. "Spatial and Temporal Growth of Perturbations in Open-Channel Viscous Transverse Shear Flow." Journal of Hydraulic Engineering 142, no. 12: 04016067.
Adriano Coutinho de Lima; N Izumi. Viscous shear layers in partially vegetated channels. River Flow 2016 2016, 1 .
AMA StyleAdriano Coutinho de Lima, N Izumi. Viscous shear layers in partially vegetated channels. River Flow 2016. 2016; ():1.
Chicago/Turabian StyleAdriano Coutinho de Lima; N Izumi. 2016. "Viscous shear layers in partially vegetated channels." River Flow 2016 , no. : 1.
Adriano Coutinho de Lima; Norihiro Izumi. SPATIAL LINEAR STABILITY ANALYSIS OF OPEN-CHANNEL FLOWS WITH TRANSVERSE SHEAR REVISITED. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2016, 72, I_487 -I_492.
AMA StyleAdriano Coutinho de Lima, Norihiro Izumi. SPATIAL LINEAR STABILITY ANALYSIS OF OPEN-CHANNEL FLOWS WITH TRANSVERSE SHEAR REVISITED. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2016; 72 (4):I_487-I_492.
Chicago/Turabian StyleAdriano Coutinho de Lima; Norihiro Izumi. 2016. "SPATIAL LINEAR STABILITY ANALYSIS OF OPEN-CHANNEL FLOWS WITH TRANSVERSE SHEAR REVISITED." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 72, no. 4: I_487-I_492.
From Tuesday, December 16, 2014, until Thursday, December 18, Hokkaido was battered by strong winds and high sea waves caused by a passing low pressure system intensified to typhoon levels. In the city of Nemuro, a rise in sea level influenced by the storm surge which exceeded quay height in port areas was observed from predawn Wednesday, December 17, 2014. Flooding was experienced in areas of central Nemuro, the Nemuro Port and estuaries of rivers. This technical note provides a comprehensive meteorological analysis and the results of a local flood survey carried out by the authors from December 19 to 21, 2014, and summarizes the characteristics of the 2014 Nemuro storm surge disaster
Ayumi Saruwatari; Adriano Coutinho de Lima; Masaya Kato; Osamu Nikawa; Yasunori Watanabe. Report on the 2014 Winter Cyclone Storm Surge in Nemuro, Japan. Coastal Engineering Journal 2015, 57, 1550014 -1.
AMA StyleAyumi Saruwatari, Adriano Coutinho de Lima, Masaya Kato, Osamu Nikawa, Yasunori Watanabe. Report on the 2014 Winter Cyclone Storm Surge in Nemuro, Japan. Coastal Engineering Journal. 2015; 57 (3):1550014-1.
Chicago/Turabian StyleAyumi Saruwatari; Adriano Coutinho de Lima; Masaya Kato; Osamu Nikawa; Yasunori Watanabe. 2015. "Report on the 2014 Winter Cyclone Storm Surge in Nemuro, Japan." Coastal Engineering Journal 57, no. 3: 1550014-1.
Adriano Coutinho de Lima; Norihiro Izumi; Tomohiro Yoshimura. MODES OF INSTABILITY IN OPEN-CHANNEL FLOW OVERLYING A POROUS MEDIUM. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2015, 71, I_193 -I_198.
AMA StyleAdriano Coutinho de Lima, Norihiro Izumi, Tomohiro Yoshimura. MODES OF INSTABILITY IN OPEN-CHANNEL FLOW OVERLYING A POROUS MEDIUM. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2015; 71 (4):I_193-I_198.
Chicago/Turabian StyleAdriano Coutinho de Lima; Norihiro Izumi; Tomohiro Yoshimura. 2015. "MODES OF INSTABILITY IN OPEN-CHANNEL FLOW OVERLYING A POROUS MEDIUM." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 71, no. 4: I_193-I_198.
Adriano Coutinho de Lima; N. Izumi. On the nonlinear development of shear layers in partially vegetated channels. Physics of Fluids 2014, 26, 084109 .
AMA StyleAdriano Coutinho de Lima, N. Izumi. On the nonlinear development of shear layers in partially vegetated channels. Physics of Fluids. 2014; 26 (8):084109.
Chicago/Turabian StyleAdriano Coutinho de Lima; N. Izumi. 2014. "On the nonlinear development of shear layers in partially vegetated channels." Physics of Fluids 26, no. 8: 084109.
A linear stability analysis of flow in an open-channel partially covered with vegetation was performed. The differential drag between vegetated zones and adjacent nonvegetated zones is known to induce a lateral gradient of the streamwise velocity. The velocity gradient may result in flow instability in the shear layer around the edge of the vegetated zone causing the generation of discrete horizontal vortices. We assume that the base state flow field before the occurrence of instability is characterized by turbulence with a smaller length scale than the flow depth, which is mainly generated by the bottom friction. By introducing perturbations to the flow depth as well as the streamwise and transverse velocities in the base state, the conditions required for perturbations to grow in time were studied over a wide range of (1) Froude number, (2) normalized nonvegetated zone width, and three other dimensionless parameters that represent the relative effect of (3) bed friction, (4) vegetation drag, and (5) subdepth eddy viscosity. All parameters were found to have positive and negative growth rates of perturbations within their respective evaluated ranges. The characteristic vortex shedding frequencies associated with the maximum growth rate was compared with those observed in experiments. Although the analysis that employs a base state set without the large scale lateral motions was shown to be capable of predicting the order of magnitude of the frequencies, there is a systematic discrepancy between the predicted and observed frequencies, which may be due to the limitation of linear stability analysis.
Adriano C. De Lima; Norihiro Izumi. Linear Stability Analysis of Open-Channel Shear Flow Generated by Vegetation. Journal of Hydraulic Engineering 2014, 140, 231 -240.
AMA StyleAdriano C. De Lima, Norihiro Izumi. Linear Stability Analysis of Open-Channel Shear Flow Generated by Vegetation. Journal of Hydraulic Engineering. 2014; 140 (3):231-240.
Chicago/Turabian StyleAdriano C. De Lima; Norihiro Izumi. 2014. "Linear Stability Analysis of Open-Channel Shear Flow Generated by Vegetation." Journal of Hydraulic Engineering 140, no. 3: 231-240.
Norihiro Izumi; Adriano Coutinho de Lima. STABILITY OF FREE SURFACE FLOW REVISITED. Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 2014, 70, 1 .
AMA StyleNorihiro Izumi, Adriano Coutinho de Lima. STABILITY OF FREE SURFACE FLOW REVISITED. Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)). 2014; 70 (2):1.
Chicago/Turabian StyleNorihiro Izumi; Adriano Coutinho de Lima. 2014. "STABILITY OF FREE SURFACE FLOW REVISITED." Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM)) 70, no. 2: 1.
Adriano Coutinho de Lima; Norihiro Izumi. On the initial development of shear layers in partially vegetated channels. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2014, 70, I_61 -I_66.
AMA StyleAdriano Coutinho de Lima, Norihiro Izumi. On the initial development of shear layers in partially vegetated channels. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2014; 70 (4):I_61-I_66.
Chicago/Turabian StyleAdriano Coutinho de Lima; Norihiro Izumi. 2014. "On the initial development of shear layers in partially vegetated channels." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 70, no. 4: I_61-I_66.
Adriano Coutinho de Lima; Norihiro Izumi. FULLY DEVELOPED STAGE OF PERTURBATIONS IN PARALLEL TRANSVERSE SHEAR FLOWS. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2013, 69, I_73 -I_78.
AMA StyleAdriano Coutinho de Lima, Norihiro Izumi. FULLY DEVELOPED STAGE OF PERTURBATIONS IN PARALLEL TRANSVERSE SHEAR FLOWS. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2013; 69 (4):I_73-I_78.
Chicago/Turabian StyleAdriano Coutinho de Lima; Norihiro Izumi. 2013. "FULLY DEVELOPED STAGE OF PERTURBATIONS IN PARALLEL TRANSVERSE SHEAR FLOWS." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 69, no. 4: I_73-I_78.
Adriano Coutinho de Lima; Norihiro Izumi. NONLINEAR STABILITY ANALYSIS OF SHALLOW OPEN-CHANNEL FLOW WITH LATERAL VELOCITY GRADIENTS. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2012, 68, I_79 -I_84.
AMA StyleAdriano Coutinho de Lima, Norihiro Izumi. NONLINEAR STABILITY ANALYSIS OF SHALLOW OPEN-CHANNEL FLOW WITH LATERAL VELOCITY GRADIENTS. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2012; 68 (4):I_79-I_84.
Chicago/Turabian StyleAdriano Coutinho de Lima; Norihiro Izumi. 2012. "NONLINEAR STABILITY ANALYSIS OF SHALLOW OPEN-CHANNEL FLOW WITH LATERAL VELOCITY GRADIENTS." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 68, no. 4: I_79-I_84.