Qiu et al., 2023 - Google Patents
Refined mathematical model for the breaching of concrete-face sand-gravel dams due to overtopping failureQiu 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 …
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
- E02B7/04—Dams across vallies
- E02B7/08—Wall dams
- E02B7/14—Buttress dams
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quay walls; Groynes; Breakwaters Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/102—Permanently installed raisable dykes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/20—Movable barrages; Lock or dry-dock gates
- E02B7/26—Vertical-lift gates
- E02B7/36—Elevating mechanisms for vertical-lift gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
- E02B3/02—Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers 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 |