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Article
Peer-Review Record

Secondary Currents with Scour Hole at Grade Control Structures

Water 2021, 13(3), 319; https://doi.org/10.3390/w13030319
by Mouldi Ben Meftah *, Diana De Padova, Francesca De Serio and Michele Mossa
Reviewer 1: Anonymous
Reviewer 2: Anonymous
Reviewer 3: Anonymous
Water 2021, 13(3), 319; https://doi.org/10.3390/w13030319
Submission received: 25 December 2020 / Revised: 22 January 2021 / Accepted: 23 January 2021 / Published: 28 January 2021

Round 1

Reviewer 1 Report

The manuscript can be considered for publication on Water after minor revisions (see the comments in the sticky notes to the manuscript).

Comments for author File: Comments.pdf

Author Response

Please see attached file

Author Response File: Author Response.pdf

Reviewer 2 Report

Comments in the attached file

Comments for author File: Comments.pdf

Author Response

Please see attached file

Author Response File: Author Response.pdf

Reviewer 3 Report

  1. The flow rate Q is very important for experimental work. In addition, inflow discharge of sediment (Qs) is not considered in this paper. Thus, this paper mainly focuses on clear-water scour. This description could be added.
  2. Line 158, u* represents the mean bottom friction velocity, what is the definition of this variable?
  3. Line 160, please check the formula by “Rs = Bhs//(B+2hs)” ? Typing mistake?
  4. Lines 438-439, “may provide additional driving forces that maintains or enhance secondary flow motions.” Please add more descriptions about this result. Besides, please confirm whether the used auxiliary verb “may” is suitable?

Author Response

Please see attached file

Author Response File: Author Response.pdf

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