Experimental assessment of the relationship between rainfall intensity and sinkholes caused by damaged sewer pipes

Kwak, Tae-Young; Woo, Sang-Inn; Chung, Choong-Ki; Kim, Joonyoung

doi:https://doi.org/10.5194/nhess-20-3343-2020

Articles | Volume 20, issue 12

https://doi.org/10.5194/nhess-20-3343-2020

© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.

https://doi.org/10.5194/nhess-20-3343-2020

© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.

Articles | Volume 20, issue 12

Research article

|

10 Dec 2020

Research article |

| 10 Dec 2020

Experimental assessment of the relationship between rainfall intensity and sinkholes caused by damaged sewer pipes

Tae-Young Kwak, Sang-Inn Woo, Choong-Ki Chung, and Joonyoung Kim

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Final revised paper (published on 10 Dec 2020)
Preprint (discussion started on 14 May 2020)

Interactive discussion

Status: closed

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

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- Supplement

SC1: 'A Peer Review', SeonHong Na, 25 Jul 2020
- AC3: 'Answer sheet for short comment #1', Joonyoung Kim, 17 Sep 2020
RC1: 'Review comments', Anonymous Referee #1, 29 Jul 2020
- AC1: 'Answer sheet for referee comment #1', Joonyoung Kim, 17 Sep 2020
RC2: 'Referee comment', Anonymous Referee #2, 06 Aug 2020
- AC2: 'Answer sheet for referee comment #2', Joonyoung Kim, 17 Sep 2020

Peer-review completion

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

ED: Publish subject to minor revisions (review by editor) (21 Sep 2020) by Mario Parise

AR by Joonyoung Kim on behalf of the Authors (24 Sep 2020) Author's response Manuscript

ED: Publish as is (06 Oct 2020) by Mario Parise

Short summary

In this study, model tests were used to analyze the effects of rainfall intensity on the formation of the eroded zone and the occurrence of sinkholes due to groundwater infiltration through pipe defects. The model tests were conducted to simulate the actual site conditions considering the soil used around sewer pipe networks and the sewer pipe landfill standards. The groundwater level was applied to the model tests by setting three hydraulic heads based on heavy-rainfall characteristics.