scholarly journals The Migration Diary of a Knickpoint in a Channelized Stream With a Cohesive Bed

2019 ◽  
Vol 55 (4) ◽  
pp. 3433-3451
Author(s):  
A. N. (Thanos) Papanicolaou ◽  
John T. Thomas ◽  
Christopher G. Wilson ◽  
Benjamin K. B. Abban ◽  
E. Arthur Bettis ◽  
...  
Keyword(s):  
Water ◽  
2019 ◽  
Vol 11 (8) ◽  
pp. 1618 ◽  
Author(s):  
Carla Faraci ◽  
Pietro Scandura ◽  
Carmelo Petrotta ◽  
Enrico Foti

In this paper, the findings of an experimental analysis aimed at investigating the flow generated by waves propagating over a fixed rippled bed within a wave flume are reported. The bottom of the wave flume was constituted by horizontal part followed by a 1:10 sloping beach. Bedforms were generated in a previous campaign performed with loose sand, and then hardened by means of thin layers of concrete. The flow was acquired through a Vectrino Profiler along two different ripples, one located in the horizontal part of the bed and the second over the sloping beach. It was observed that, on the horizontal bed, near the bottom, ripple lee side triggered the appearance of an onshore directed steady streaming, whereas ripple stoss side gave rise to an offshore directed steady streaming. On the sloping bed, a strong return current appears at all positions, interacting with the rippled bottom. The turbulence is non-negligible within the investigated water depth, particularly when velocities were onshore directed, due to flow asymmetry. Turbulence caused a considerable flow stirring which, above a non-cohesive bed, could lift the sediment up in the water column and give rise to a strong sediment transport.


2007 ◽  
Vol 236 ◽  
pp. 1443-1451 ◽  
Author(s):  
Valéria da S. Quaresma ◽  
Carl L. Amos ◽  
Alex C. Bastos
Keyword(s):  

2000 ◽  
Vol 20 (10-11) ◽  
pp. 1291-1315 ◽  
Author(s):  
C.L Amos ◽  
T.F Sutherland ◽  
D Cloutier ◽  
S Patterson
Keyword(s):  

2015 ◽  
Vol 4 ◽  
pp. 789-796 ◽  
Author(s):  
Mohammad Muzzammil ◽  
Javed Alama ◽  
Mohammad Danish

2012 ◽  
Vol 117 (C9) ◽  
pp. n/a-n/a ◽  
Author(s):  
Cihan Sahin ◽  
Ilgar Safak ◽  
Alexandru Sheremet ◽  
Ashish J. Mehta

2020 ◽  
Vol 22 (3) ◽  
pp. 457-472 ◽  
Author(s):  
Ahmad Sharafati ◽  
Ali Tafarojnoruz ◽  
Zaher Mundher Yaseen

Abstract Scouring around the piers, especially in cohesive bed materials, is a fully stochastic phenomenon and a reliable prediction of scour depth is still a challenging concern for bridge designers. This study introduces a new stochastic model based on the integration of Group Method of Data Handling (GMDH) and Generalized Likelihood Uncertainty Estimation (GLUE) to predict scour depth around piers in cohesive soils. The GLUE approach is developed to estimate the related parameters whereas the GMDH model is used for the prediction target. To assess the adequacy of the GMDH-GLUE model, the conventional GMDH and genetic programming (GP) models are also developed for evaluation. Several statistical performance indicators are computed over both the training and testing phases for the prediction accuracy validation. Based on the attained numerical indicators, the proposed GMDH-GLUE model revealed better predictability performance of pier scour depth against the benchmark models as well as several gathered literature studies. To provide an informative comparison among the proposed techniques (i.e. GMDH-GLUE, GMDH, and GP models), an improvement index () is employed. Results indicated that the GMDH-GLUE model achieved = 6% and = 3%, demonstrating satisfying performance improvement in comparison with the previously proposed GMDH model.


Sign in / Sign up

Export Citation Format

Share Document