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Numerical modeling of scour and deposition around permeable cylindrical structures

International Journal of Sediment Research 2020年第3期35卷 278-286页

作者： Jiajia Pan Zhiguo He Wurong Shih Niansheng Cheng Ocean College Zhejiang University Civil and Environmental Engineering.Lehigh University

Flow past wall-mounted cylindrical structures is commonly encountered in natural rivers where piers of bridge crossings or vegetation stalks are common within *** the current study,the influence of cylindrical structures on flow/bathymetric alterations for three different permeabilities is explored via two-dimensional numerical *** model construction processes,the structure permeability is varied with the surface void ratio along the perimeter of the cylinder,*** density of emergent and submerged solid elements is used to delineate the cylinder *** validation of this model is guaranteed through careful comparison with experimental data obtained for similar hydrodynamic conditions and cylinder *** validated model then is applied to investigate flow properties and scour and deposition patterns with structure permeabilities of 0.0,0.38,and *** results show that a permeable structure has less impeding effects on flow than a solid *** wake velocity reduction decreases 38% with a 63% increase in the structure permeability due to increasing intensity of the bleeding flow through surface voids,causing less flow contraction and diversion,lower turbulent kinetic energy,and lower lee-side scour around the permeable structure and less deposition downstream under live-bed conditions.

关键词： Structure permeability scour and deposition Numerical modeling Flow characteristics

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Characteristics of scour and deposition in Front of Breakwaters Under Irregular Broken Clapotis

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海洋工程：英文版 2004年第3期18卷 493-500页

作者：高学平张亚李昌良 School of Civil Engineering Tianjin University Tianjin 300072 China

First the scour and deposition patterns of the sandy seabed in front of a vertical breakwater under the action of irregular broken clapotis are investigated experimentally and classified into five types: scour typeⅠ, scour typeⅡ, scour type Ⅲ, deposition typeⅠ, and deposition typeⅡ. Secondly, the processes of formation of scour and deposition patterns are probed in comparison with those induced by regular broken clapotis and standing waves. Thirdly, the criteria for distinguishing scour and deposition patterns under irregular broken clapotis are presented.

关键词： irregular broken clapotis scour and deposition sandy seabed breakwaters

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Effects of Locations of Spur Dyke on Bed and scour around Bridge Piers in Meandering Channel

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Hydro Science & Marine Engineering 2022年第1期4卷 1-7页

作者： M.Athar Farha Naz Humaira Atahr Civil Engineering Department Aligarh Muslim UniversityAligarhU.P.India Innovative Building Materials Division CSIR-CBRIRoorkeeUttarakhand247667India

Spur dykes are the structures which are used to protect the eroding bank of *** are sometimes also used to safeguard the life of many structures such as bridge piers,abutments *** efficiency of spur dykes has been checked in straight channels by conducting model tests in laboratories by many *** few studies were done in curved *** present work an attempt has been made to study the effect of location of spur dyke on bed and scour around bridge pier in curved open channel(bend angle=80o)with *** has been carried out in 80o channel bend at constant discharge(3.5×10^(-3) m^(3)/s)and bridge pier is located at angular displacementϴ=***ϴis the angle the line drawn at the inlet of any bend to the line joining the centre of curvature and any point on the outer portion of the *** is found that maximum scouring occurs atϴ=0o and 20oalong inner wall and atϴ=60o and 80o along outer *** is also found that scouring around bridge pier is more in the vicinity of pier and decreases with increase in distance from *** most suitable location for spur dyke to protect bridge pier is at angular displacementϴ=*** developed rapidly during initial time and then rate of scouring decreases with elapse of time.

关键词： Spur dykes Bridge piers Angular displacement scour and deposition

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Effect of Meander on Bridge Pier scour

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Hydro Science & Marine Engineering 2021年第2期3卷 20-31页

作者： M.Athar M.K.Sabiree H.Athar Civil Engineering Department A.M.U.AligarhU.P.India U.P.Irrigation DepartmentU.P.India C.B.R.I. RoorkeeUttarakhandIndia

have been done in the past by many *** factors which affect scour around piers such as shape of piers,size,positioning and orientation *** been studied in detail by ***,similar studies in meandering channels are *** few researchers have studied the effect of angular displacement which has considerable effects of scour around bridge *** this paper an attempt has been made to carry out a detailed study of angular displacement on scour.A constant diameter bridge pier of circular shape has been tested in a meandering channel bend with bend angle as *** test bed was prepared by using uniform sand having d50 as 0.27 mm and run was taken for a discharge of 2.5 l/s.

关键词： Meandering channel Angular displacement scour and deposition Bridge piers Inner bank and outer bank

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