Effectiveness of Submerged Vanes for Stabilizing Streamside Bluffs

2021 ◽  
Vol 147 (2) ◽  
pp. 04020093
Author(s):  
Benjamin O. Lee ◽  
Faith A. Fitzpatrick ◽  
John A. Hoopes
Keyword(s):  
Submerged Vanes

Flow Structure and Sediment Motion around Submerged Vanes in Open Channel

2005 ◽  
Vol 131 (3) ◽  
pp. 132-136 ◽  
Author(s):  
Soon-Keat Tan ◽  
Guoliang Yu ◽  
Siow-Yong Lim ◽  
Muk-Chen Ong
Keyword(s):  
Flow Structure ◽  
Open Channel ◽  
Submerged Vanes

Pump‐Station Intake‐Shoaling Control with Submerged Vanes

1990 ◽  
Vol 116 (1) ◽  
pp. 119-128 ◽  
Author(s):  
Tatsuaki Nakato ◽  
John F. Kennedy ◽  
Donn Bauerly
Keyword(s):  
Pump Station ◽  
Submerged Vanes

scholarly journals Laboratory evaluation of the combined effect of convergence and submerged vanes on lateral Intakes’ sediment input at 90° river bends

2020 ◽  
Vol 11 (1) ◽  
pp. 245-252
Author(s):  
Mohammad Taghi Serajian ◽  
Amir Abbas Kamanbedast ◽  
Alireza Masjedi ◽  
Mohammad Heidarnejad ◽  
Hooshang Hasonizadeh
Keyword(s):  
Combined Effect ◽  
Laboratory Evaluation ◽  
Sediment Input ◽  
River Bends ◽  
Submerged Vanes

Interaction between submerged vanes for sediment management

2008 ◽  
Vol 46 (5) ◽  
pp. 620-627 ◽  
Author(s):  
Huei-Tau Ouyang ◽  
Jihn-Sung Lai ◽  
Hsin Yu ◽  
Chin-Huang Lu
Keyword(s):  
Sediment Management ◽  
Submerged Vanes

scholarly journals Experimental Study of Submerged Vanes in Intakes under Sediment Feeding Conditions

2018 ◽  
Vol 40 ◽  
pp. 03016
Author(s):  
Aslı Bor Türkben
Keyword(s):  
Water Intake ◽  
River Flow ◽  
Flow Direction ◽  
Main Channel ◽  
Bed Topography ◽  
Before And After ◽  
Submerged Vane ◽  
Solid Discharge ◽  
Submerged Vanes ◽  
Intake Structure

Sediment is transported along the river flow and deposited in the mouth of the intake structure over time and reducing the water intake capacity. Nowadays, many water intake structures lose their function and are closed to operation. To deal with this problem, recently, submerged vane application has offered a practical and economical solution. The aim of this study was to evaluate the efficiency of three vane installations under sediment feeding conditions by comparing the bed topography before and after vanes were installed. For that purpose, experiments were carried out in a laboratory channel running for 90-degree intake angle. Three vanes were installed in one column at near the intake entrance. The vanes dimensions were equal to; 3cm height, 12cm long, 10 mm thick, and aligned with α = 20° angle to flow direction. The tests were run until equilibrium was reached, i.e. when the outgoing solid discharge was equal or larger than 90% of the incoming. Once the bed topography remained stable, bed and water level surfaces were measured. tests were carried out by feeding sediment from upstream of the main channel.

EFFECT OF SPACING OF SUBMERGED VANES ON BED SCOUR AROUND RIVER BENDS

2006 ◽  
Vol 12 (2) ◽  
pp. 49-65 ◽  
Author(s):  
R. Ranjan ◽  
Z. Ahmad ◽  
G. L. Asawa
Keyword(s):  
River Bends ◽  
Bed Scour ◽  
Submerged Vanes

Demonstration and Field Evaluation of Streambank Stabilization with Submerged Vanes

2001 ◽  
Author(s):  
Heather Whitman ◽  
John Hoopes ◽  
David Poggi ◽  
Faith Fitzpatrick ◽  
Kim Walz
Keyword(s):  
Field Evaluation ◽  
Submerged Vanes

scholarly journals Control of sediment entry into an intake canal by using submerged vanes

2017 ◽  
Author(s):  
T. K. Sruthi ◽  
K. B. Ranjith ◽  
Venu Chandra
Keyword(s):  
Submerged Vanes
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