Analysis of the Tangjiaxi landslide-generated waves in the Zhexi Reservoir, China, by a granular flow coupling model

Huang, Bolin; Yin, Yueping; Wang, Shichang; Tan, Jianmin; Liu, Guangning

doi:https://doi.org/10.5194/nhess-17-657-2017

Articles | Volume 17, issue 5

https://doi.org/10.5194/nhess-17-657-2017

© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.

https://doi.org/10.5194/nhess-17-657-2017

© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.

Articles | Volume 17, issue 5

Research article

|

11 May 2017

Research article |

| 11 May 2017

Analysis of the Tangjiaxi landslide-generated waves in the Zhexi Reservoir, China, by a granular flow coupling model

Bolin Huang, Yueping Yin, Shichang Wang, Jianmin Tan, and Guangning Liu

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Final revised paper (published on 11 May 2017)
Preprint (discussion started on 04 Jan 2017)

Interactive discussion

Status: closed

AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment

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- Supplement

RC1: 'Tangjiaxi Landslide and Impulse Wave Analysis in Zhexi Reservoir of China by Granular Flow Coupling Model', Anonymous Referee #1, 27 Jan 2017
AC1: 'response to the reviewer 1#', Bolin Huang, 14 Feb 2017
RC2: 'Reviewer comments for Ms. Ref. No.: nhess-2016-332', Anonymous Referee #2, 01 Apr 2017

Peer-review completion

AR: Author's response | RR: Referee report | ED: Editor decision

ED: Publish subject to minor revisions (further review by Editor) (01 Apr 2017) by Kang-tsung Chang

AR by Bolin Huang on behalf of the Authors (06 Apr 2017) Author's response Manuscript

ED: Publish as is (08 Apr 2017) by Kang-tsung Chang

AR by Bolin Huang on behalf of the Authors (10 Apr 2017)

Short summary

Impulse waves generated by landslides threaten the safety of wide waterways and people living at the shore; as such, impulse waves require further study. The research on impulse waves induced by landslides is entered into the fluid–solid full coupling model, which can describe the movement of the landslide and the following water wave accurately. This paper provides a numerical model of the fluid–solid full coupled model, which uses the Mih equation for continuous non-coherent granular flow.