Application of Fawer Theory to End Depth in Trapezoidal Sloping Channel

2019 ◽  
Vol 145 (12) ◽  
pp. 06019011 ◽  
Author(s):  
Shubing Dai ◽  
Yulei Ma ◽  
Sheng Jin
Keyword(s):  
End Depth

Discussion of “End Depth at a Drop in Trapezoidal Channels”

1962 ◽  
Vol 88 (1) ◽  
pp. 119-136
Author(s):  
N. Rajaratnam ◽  
Subir Kar ◽  
H. I. Hamid
Keyword(s):  
End Depth

Closure to “End Depth for Circular Channels”

1965 ◽  
Vol 91 (3) ◽  
pp. 281-283
Author(s):  
Nallamuthu Rajaratnam ◽  
D. Muralidhar
Keyword(s):  
End Depth

End Depth under Zero-Inertia Conditions

1977 ◽  
Vol 103 (7) ◽  
pp. 699-711
Author(s):  
Theodor Strelkoff ◽  
Nikolaos D. Katopodes
Keyword(s):  
End Depth

Closure to “End Depth for Exponential Channels”

1965 ◽  
Vol 91 (3) ◽  
pp. 83-83
Author(s):  
N. Rajaratnam ◽  
D. Muralidhar
Keyword(s):  
End Depth

Deep hierarchical guidance and regularization learning for end-to-end depth estimation

2018 ◽  
Vol 83 ◽  
pp. 430-442 ◽  
Author(s):  
Zhenyu Zhang ◽  
Chunyan Xu ◽  
Jian Yang ◽  
Ying Tai ◽  
Liang Chen
Keyword(s):  
Depth Estimation ◽  
End To End ◽  
End Depth

End Depth–Discharge Relation at Free Overfall of Trapezoidal Channels

2004 ◽  
Vol 130 (5) ◽  
pp. 432-436 ◽  
Author(s):  
A. S. Ramamurthy ◽  
Chao Zhai ◽  
Junying Qu
Keyword(s):  
End Depth ◽  
Free Overfall

Characteristics of free overfall for supercritical flows

2007 ◽  
Vol 34 (2) ◽  
pp. 162-169 ◽  
Author(s):  
Nuray Denli Tokyay ◽  
Dilek Yildiz
Keyword(s):  
Rectangular Channel ◽  
Free Fall ◽  
Horizontal Distance ◽  
Supercritical Flow ◽  
Downstream Flow ◽  
Supercritical Flows ◽  
The Relationship ◽  
End Depth ◽  
Brink Depth ◽  
Free Overfall

The characteristics of supercritical flow at a vertical drop in a rectangular channel are studied experimentally to obtain information that would be valuable to designers of hydraulic structures. The relationship between the ratio of brink depth to the depth of upstream supercritical flow (i.e., end-depth ratio) and the Froude number is determined. Downstream from the vertical drop, the physical characteristics of the falling jet are examined, such as the height of the standing water behind the jet, the maximum horizontal distance of the jet hitting the floor downstream, the height and length of the splashing water, and the horizontal distance where the downstream flow gains uniformity. The energy loss between the drop and stable downstream flow is also studied.Key words: supercritical flow, brink depth, free fall.

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