RESEARCH ON VARIABLE GRADIENT THIN-WALLED ENERGY ABSORBING COMPONENT OF SCOUR-PROOF HYDRAULIC SUPPORT by WANG ChunHua, JIANG HongXing, NIU HuiChao, AN Da

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Laboratory Study of Local Scour Around an Array of Pile Groups in Clear-Water Scour Conditions by Ming Gong, Xinying Pan, Shengtao Du, Guoxiang Wu, Yingxue Lv, Yunjia Sun, Guangjia Ding, Bingchen Liang

“…In this paper, experimental tests of local scour around an array of 5 × 5 pile groups were conducted in a steady current in a hydraulic flume. …”
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Numerical Modeling of Local Scour Depth at Non-Uniform Piers by Dakheel Ahmed A., Ismaeel Abaas J., Makki Jamal S.

“…The scour depth surrounding hydraulic structures (non-uniform piers) was investigated using various computational and laboratory models. …”
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Study on scour simulation and boundary condition conversion technology for a shallow foundation bridge by Gangping Fan, Huanzhe Li, Tianzhuo Wang, Jian Che, Xing Li, Chunyang Dou, Tong Wu

“…Abstract Bridges with shallow foundations are highly susceptible to flood scouring due to their limited embedment depth and small contact area between the soil and foundation. …”
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Influence of compost and canal clay scouring on sandy soil properties and wheat productivity under Irrigation water regime by Sayed Abdeen, Mahmoud EL-Sayed

“…The lowest values of bulk and hydraulic conductivity were observed at 80 ton. ha-1 CS +40 ton. ha-1 CO. …”
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Review of Major Hydraulic Modeling Results for Feilaixia Proje ct by XU Feng_jun, XIE Yu_feng, ZHOU Pei_ling

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Hydraulic parameters of the block ramp with ridge type notch: the Grajcarek in Szczawnica, Polish Carpathians by Karol Krystian Plesiński, Artur Radecki-Pawlik, Nadzieja Jurkowska

“…As a result, a scour is formed below the structure, which in the event of further development may threaten the stability of the structure.…”
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Experimental Study on Shape and Discharge Capacity of Spillway of Yuyang Lake by LI Songping, JIA Wenbo, ZHAO Yuliang, ZHAO Xueping, CAI Yi

“…According to the actual operation of spillway of Yuyang Lake in Jiyuan City,this paper systematically studies the spillway shape,discharge capacity,flow pattern &velocity,pressure distribution,energy dissipation and scour prevention based on the hydraulic model test,and further optimizes the engineering design through the comparison test of different schemes.The test results show that the discharge capacity can meet the design requirements after the spillway inlet elevation is reduced;and the energy dissipation is improved after the stilling basin is changed from the secondary level to the first level,which can play a good role in protecting the downstream.In view of the phenomenon that the water flows through the top of the wall,reasonable suggestions are put forward to heighten the pier head at the inlet and the wing wall at the downstream of the spillway.…”
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The potential of recycling wool residues as an amendment for enhancing the physical and hydraulic properties of a sandy loam soil by Ahmed Abdallah, Francesca Ugolini, Silvia Baronti, Anita Maienza, Francesca Camilli, Laura Bonora, Francesca Martelli, Jacopo Primicerio, Fabrizio Ungaro

“…This paper reports the preliminary findings of a study assessing the potential of sheep scoured wool residues (SWRs) as soil amendments to enhance the physical and hydraulic properties of a sandy loam soil under rain conditions. …”
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Research on Flow Regime Hydraulics of Sluice-Passing Flows in Reconstruction Design of Large Sluice in Meandering River Channels by ZHANG Zhouwen

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Confined and mined: anthropogenic river modification as a driver of flood risk change by Laura Quick, R. D. Williams, R. J. Boothroyd, T. B. Hoey, P. L. M. Tolentino, C. MacDonell, E. Guardian, J. Reyes, C. Sabillo, J. Perez, C. P. C. David

“…Sediment deprivation also increases bed shear stress that can induce scour, infrastructure damage and increased flood impacts. …”
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Investigations on Free Span Rectification for a Submarine Pipeline on Sand Wave Seabeds by Xing Zou, Botao Xie, Xuechun Bai, Yuanyuan Guo, Qingqing Yuan, Zhipeng Zang

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Experimental Study on the Evolution Mechanism of Landslide with Retaining Wall Locked Segment by Han-Dong Liu, Jia-Xing Chen, Zhi-Fei Guo, Dong-Dong Li, Ya-Feng Zhang

“…The failure of locked segment-type slopes is often affected by rainfall, earthquake, and other external loads. Rainfall scours the slope and weakens the mechanical properties of rock-soil mass. …”
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An analytical study for predicting incipient motion velocity of sediments under ice cover by Hongchun Luo, Honglan Ji, Zijian Chen, Bin Liu, Zhongshu Xue, Zhijun Li

“…The study reveals that the roughness of ice cover significantly influences the incipient motion velocity of sediment, with higher ratios of ice cover roughness to riverbed roughness promoting sediment initiation under more favorable hydraulic conditions. Furthermore, the riverbed beneath ice jams experiences significant scouring. …”
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