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Numerical Modeling of Self-Aeration in High-Speed Flows over Smooth Chute Spillways 光滑泄水道高速水流自掺气的数值模拟
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-03-01 DOI: 10.1061/jhend8.hyeng-12914
Mohmmadreza Jalili Ghazizadeh, A. Zarrati, Mohammad J. Ostad Mirza Tehrani
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引用次数: 0
Small-Scale Modeling of Flexible Barriers. I: Mechanical Similitude of the Structure 柔性屏障的小尺度建模。1:结构的力学相似性
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-03-01 DOI: 10.1061/jhend8.hyeng-13070
S. Lambert, F. Bourrier, Ana-Rocio Ceron-Mayo, Loïc Dugelas, F. Dubois, G. Piton
: Flexible barriers can be used to trap woody debris or debris flows. However, their small scale modelling is challenging because of their possible deformation. This article addresses how to meet the partial mechanical similitude of manufactured flexible barriers. Relevant dimensionless parameters are defined from flow velocity, barrier geometry, and component mechanical properties. These similitude criteria are validated using numerical simulations of barriers exposed to a hydrodynamic loading at various scales. The simulations also confirm the importance of accounting for the mechanical characteristics of the barrier components when designing model barriers in view of achieving realistic deformations. Next, a real barrier with complex features is scaled to conduct flume experiments. This scaled barrier is 3D-printed with material selected to achieve the mechanical similitude criterion. Another validation of this approach is performed considering hydrostatic loading and checking that simulated and measured deformations are similar. As an application case, the deformations measured during the experiments performed with woody debris are also compared to the hydrostatic loading. DOI: 10.1061/JHEND8.HYENG-13070. This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.
:柔性屏障可用于拦截木质碎片或泥石流。然而,由于它们可能会变形,因此它们的小规模建模具有挑战性。本文讨论了如何满足制造的柔性护栏的局部力学相似性。相关的无量纲参数由流速、屏障几何形状和部件机械特性定义。这些相似标准是通过对暴露于各种尺度的水动力载荷下的障碍物进行数值模拟来验证的。模拟还证实了在设计模型屏障以实现真实变形时,考虑屏障组件的机械特性的重要性。接下来,对一个具有复杂特征的真实屏障进行了水槽实验。该缩放屏障采用选定的材料进行3D打印,以达到机械相似标准。该方法的另一个验证是在考虑静水载荷的情况下进行的,并检查模拟和测量的变形是否相似。作为一个应用案例,在用木质碎片进行的实验中测量的变形也与静水载荷进行了比较。DOI:10.1061/JHEND8.HYENG-13070。这项工作是根据知识共享署名4.0国际许可证的条款提供的,https://creativecommons.org/licenses/by/4.0/.
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引用次数: 3
Regime Channel Bedload Transport Equation 河道推移质输运方程
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-03-01 DOI: 10.1061/jhend8.hyeng-12983
N. Braithwaite
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引用次数: 0
Small-Scale Modeling of Flexible Barriers. II: Interactions with Large Wood 柔性屏障的小规模建模。II: 与大型木材的相互作用
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-03-01 DOI: 10.1061/jhend8.hyeng-13071
G. Piton, Ana Rocio Ceron Mayo, S. Lambert
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引用次数: 1
Scour at River-Crossing Cylindrical Structures in Degrading Channels 退化河道中跨河圆柱构筑物的冲刷
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-03-01 DOI: 10.1061/jhend8.hyeng-13389
Ruihua Nie, Hongru Liang, B. Melville, A. Shamseldin, Lu Wang
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引用次数: 1
Safety Factor for Thoma Stable Area Considering the Governor-Turbine-Penstock System 考虑调速器-涡轮-压力管系统的托马稳定区安全系数
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-03-01 DOI: 10.1061/jhend8.hyeng-13205
Yi Liu, Jian Zhang, Xiao-dong Yu, Shengbin Chen, Hui-yong Xu
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引用次数: 2
Hydraulic Resistance in Rock-Ramp Fish Passes for Various Shapes of Macroroughness 不同形状宏观粗糙度岩石斜坡鱼道的水力阻力
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jhend8.hyeng-13096
L. Cassan, F. C. Miranda, P. Laurens
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引用次数: 0
In-Stream Laser Diffraction for Measuring Suspended Sediment Concentration and Particle Size Distribution in Rivers: Insights from Field Campaigns 用于测量河流中悬浮沉积物浓度和粒度分布的流内激光衍射:来自野外运动的见解
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jhend8.hyeng-13232
M. Ahammad, J. Czuba, C. Curran
: This study evaluates the laser in situ scattering and transmissometry (LISST) instrument LISST-SL2, a laser diffraction instrument for suspended sediment sampling in rivers, with concurrent physical measurements of suspended sediment concentration (SSC) and particle size distribution (PSD) as well as velocity measurements by an acoustic Doppler current profiler (ADCP). We collected 136 LISST-SL2 samples along with 61 physical samples for SSC measurement, of which 24 physical samples included PSD measurement during 2018 – 2020 from 11 sites in Washington state and Virginia. An effective density is required to convert the measured volumetric SSC by the LISST-SL2 into a reported mass SSC, and by default the LISST-SL2 assumes a value of 2 . 65 g = mL. From our data set, we computed effective densities (mass SSC/volumetric SSC) that ranged from 0.5 to 5 . 4 g = mL, with a best-fit value of 2 . 05 g = mL. Additionally, the LISST-SL2 was not able to measure the finest sediment sizes in suspension, which affects the resulting PSD. Therefore, we propose some adjustments of the LISST-SL2 data with a supporting physical sample to account for these effective density and PSD issues. When doing so, we were able to reduce the root-mean square relative error (RMSRE) to 18% from 117% for SSC, and to 26% from 78% for PSD. LISST-SL2 velocities were generally higher than ADCP velocities with a 21% RMSRE. Our results and guidance will allow for more accurate sampling by the LISST-SL2, which has potential for studying spatial and temporal variation of suspended sediment characteristics in rivers. DOI: 10.1061/JHEND8.HYENG-13232. © 2022 American Society of Civil Engineers.
本研究利用激光衍射仪listst - sl2对河流悬浮物进行原位散射和透射测量,同时对悬浮物浓度(SSC)和粒径分布(PSD)进行物理测量,并利用声学多普勒电流剖面仪(ADCP)测量流速。我们从华盛顿州和弗吉尼亚州的11个地点收集了136个list - sl2样本和61个物理样本用于SSC测量,其中24个物理样本包括2018 - 2020年的PSD测量。要将list - sl2测量的体积SSC转换为报告的质量SSC,需要一个有效密度,list - sl2默认假设值为2。根据我们的数据集,我们计算了有效密度(质量SSC/体积SSC),范围为0.5至5。g = mL,最佳拟合值为2。05 g = mL。此外,list - sl2无法测量悬浮液中最细的沉积物大小,这影响了所得的PSD。因此,我们建议使用支持物理样本对list - sl2数据进行一些调整,以解释这些有效密度和PSD问题。当这样做时,我们能够将SSC的均方根相对误差(RMSRE)从117%降低到18%,PSD的均方根相对误差从78%降低到26%。list - sl2速度一般高于ADCP速度,RMSRE为21%。我们的研究结果和指导将使list - sl2的采样更加精确,这对研究河流悬浮泥沙特征的时空变化具有潜在的意义。DOI: 10.1061 / jhend8.hyeng - 13232。©2022美国土木工程师学会。
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引用次数: 1
Robust Linear PID Control of a Pressure Reducing Valve 减压阀的鲁棒线性PID控制
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jhend8.hyeng-13234
R. Fernández, R. Peña, Cristian Alejandro Sosa-Tellechea
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引用次数: 0
Calculating Column Separation in Conduit Systems Using an Innovative Open Channel Based Model 利用一种创新的开放通道模型计算管道系统中的柱分离
IF 2.4 3区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-02-01 DOI: 10.1061/jhend8.hyeng-13197
David Khani, Y. Lim, A. Malekpour
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引用次数: 1
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Journal of Hydraulic Engineering
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