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author:

Zhang, L. (Zhang, L..) [1] | Wang, Y. (Wang, Y..) [2] | Chen, D. (Chen, D..) [3] | Chen, C. (Chen, C..) [4]

Indexed by:

Scopus

Abstract:

Due to the geometric distortion in distorted hydraulic laboratory experiments, velocity profile cannot maintain as constant as required by the traditional criteria. Scaling effects, which lack quantitative researches, cannot be avoided even if the Froude and drag coefficient similitude criteria were satisfied. Prediction formulas of scaling effect rate are established in this research to theoretically reveal the quantitative relations between velocity profile distortion and experimental parameters. They are directly related to three parameters, distorted ratio, relative water depth, and relative bed roughness. In vertical direction, most effects happen near the bed and the deviation increases with distortion ratio. The similarity of secondary flow is worse and more complicated than that of stream-wise flow. The correction method, which is the improvement of traditional similitude criteria, can effectively reduce scaling effects when converting experimental results into their corresponding values in the prototype. Three dimensional numerical models are built to verify the accuracy of the prediction formulas and correction method. © 2019 The Author(s). Published by Desalination Publications.

Keyword:

3-D numerical models; Correction method; Distortion ratio; Laboratory experiments; Scaling effects

Community:

  • [ 1 ] [Zhang, L.]Key Laboratory of Coastal Disaster and Defence, Ministry of Education, Hohai University, Nanjing, 210098, China
  • [ 2 ] [Zhang, L.]College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, 210098, China
  • [ 3 ] [Wang, Y.]Key Laboratory of Coastal Disaster and Defence, Ministry of Education, Hohai University, Nanjing, 210098, China
  • [ 4 ] [Wang, Y.]College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, 210098, China
  • [ 5 ] [Chen, D.]Key Laboratory of Coastal Disaster and Defence, Ministry of Education, Hohai University, Nanjing, 210098, China
  • [ 6 ] [Chen, D.]College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, 210098, China
  • [ 7 ] [Chen, C.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China

Reprint 's Address:

  • [Zhang, L.]Key Laboratory of Coastal Disaster and Defence, Ministry of Education, Hohai UniversityChina

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Source :

Desalination and Water Treatment

ISSN: 1944-3994

Year: 2019

Volume: 149

Page: 31-42

0 . 8 5 4

JCR@2019

1 . 0 0 0

JCR@2023

ESI HC Threshold:150

JCR Journal Grade:4

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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