Nothing Special   »   [go: up one dir, main page]

Qiu et al., 2023 - Google Patents

Refined mathematical model for the breaching of concrete-face sand-gravel dams due to overtopping failure

Qiu et al., 2023

Document ID
1456632925284788509
Author
Qiu W
Li Y
Wen L
Wang J
Yin Q
Publication year
Publication venue
Journal of Mountain Science

External Links

Snippet

Overtopping is one of the main reasons for the breaching of concrete-face sand-gravel dams (CFSGDs). In this study, a refined mathematical model was established based on the characteristics of the overtopping breaching of CFSGDs. The model characteristics were as …
Continue reading at link.springer.com (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/02Fixed barrages
    • E02B7/04Dams across vallies
    • E02B7/08Wall dams
    • E02B7/14Buttress dams
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quay walls; Groynes; Breakwaters Wave dissipating walls; Quay equipment
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/10Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E02B3/102Permanently installed raisable dykes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/26Vertical-lift gates
    • E02B7/36Elevating mechanisms for vertical-lift gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
    • E02B3/02Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/34Foundations for sinking or earthquake territories
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; construction methods therefor
    • E02B2017/0056Platforms with supporting legs
    • E02B2017/0073Details of sea bottom engaging footing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes

Similar Documents

Publication Publication Date Title
Liang et al. Simulation of overtopping and seepage induced dike failure using two-point MPM
Wei et al. Overtopping breaching of river levees constructed with cohesive sediments
Fry Lessons on internal erosion in embankment dams from failures and physical models
Heidarzadeh et al. A cascading risk model for the failure of the concrete spillway of the Toddbrook dam, England during the August 2019 flooding
Wu Introduction to DLBreach–A simplified physically-based dam/Levee breach model
Mei et al. Overtopping-Induced breaching process of concrete-faced rockfill dam: a case study of Upper Taum Sauk dam
Nou et al. Control of bed scour downstream of ski-jump spillway by combination of six-legged concrete elements and riprap
Qiu et al. Refined mathematical model for the breaching of concrete-face sand-gravel dams due to overtopping failure
Hoffmans et al. Scour manual: Current-related erosion
Liu et al. A review of the research on the failure potential of landslide dams caused by overtopping and seepage
Chen et al. Prediction model investigations of the reinforced fine-grained tailings dam overtopping failure
Qiu et al. Experimental study on the longitudinal evolution of the overtopping breaching of concrete-face sand-gravel dams
Aldulaimi Safety evaluation of the chamrga earth dam. a seepage deformation, and stability analysis with GeoStudio
Yousif et al. Performance of Darbandikhan Dam during a major earthquake on November 12, 2017
Wieland Application of pseudo-static sliding stability analysis in seismic design and safety evaluation of embankment dams
He et al. Investigation and simulation analysis of ground collapse accident caused by shield tunnelling: The Foshan Metro Line 3 case
Khalifehei et al. Hydrodynamic Performance of A‐Jacks Concrete Armor Units in Riverbeds around Downstream in Flip Buckets
Mahdi et al. The Simulation of Seepage Through the Foundations: Hilla Canal Main Regulator as Case Study
Cosenza et al. Concrete structures for mitigation of debris-flow hazard in the Montoro Inferiore Area, Southern Italy
Zhu et al. A model for breach erosion in clay-dikes
Kostecki et al. The Catastrophe of the Niedów Dam—The Causes of the Dam’s Breach, Its Development, and Consequences. Water 2021, 13, 3254
Wieland Application of pseudo-static analysis in seismic design and safety evaluation of Embankment dams
Yang et al. Model tests and numerical simulation of overtopping-induced breach process of the asphalt concrete core dam
Belikov et al. Use of Accumulation Basins to Reduce Silting of Reservoirs of Hydroelectric Power Plants Located on Mountain Rivers
Nakagawa et al. Recent Flood Disasters Caused by River Embankment Failure in Japan and Numerical Modelling of Embankment Failure