2019
DOI: 10.1080/1064119x.2018.1559901
|View full text |Cite
|
Sign up to set email alerts
|

Developing empirical formulas for assessing the scour of vertical and inclined piers

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3

Citation Types

0
2
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 11 publications
(3 citation statements)
references
References 17 publications
0
2
0
Order By: Relevance
“…Pandey et al [18], developed a scour equation by employing a multiple linear regression (MLR) model that was optimized with the genetic algorithm. Omara et al [19], have proposed local scour formulas for different flow attack angles on inclined and vertical circular piers.…”
Section: Introductionmentioning
confidence: 99%
“…Pandey et al [18], developed a scour equation by employing a multiple linear regression (MLR) model that was optimized with the genetic algorithm. Omara et al [19], have proposed local scour formulas for different flow attack angles on inclined and vertical circular piers.…”
Section: Introductionmentioning
confidence: 99%
“…To generate the data, an experimental study is established for the establishment of the formula, data collected from other studies are also exploited. (Omara et al 2020) proposed several scour formulas under shallow flow conditions including the effects of the flow intensity, inclination angle (at different angles of flow attack on circular piers), and pier length.…”
Section: Introductionmentioning
confidence: 99%
“…Karimi et al [14], examined four inclination piers with downstream side (ϴ = 0°, 5°, 10° and 15°) and their effects on scour hole dimensions for sand bed material of d50 = 1.46 mm with varied flow rates (12 to 18 l/s), they concluded that the maximum scour depth occurs with piers angle (ϴ = 0°), while the minimum depth of scour occurs at ϴ = 15°. Omara et al [15], conducted extensive experimental study for investigating the inclination effect of different piers geometry (square, rectangular and circular) on dimension less scour depth (ds/D) for two bed materials (d50=0.6 and 0.81 mm). The study included the effect of flow depth (0.048 m to 0.08 m), and flow intensity (V/VC from 0.6 to 1.06) beside four inclination angles (ϴ = 10°, 15°, 21° and 30°).…”
Section: Introductionmentioning
confidence: 99%