Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 22 cm sediment depth (73.3% silted-up)

Experimental videos:

Herein, 24 distinct video files have been presented which related to dam break multiphase flood shock wave experiments, performed in the Shiraz University, Civil and Environmental Engineering Department’s Hydraulic Lab (Shiraz, Iran). The initial upstream sediment depth was 22 cm which makes the upstream reservoir 73.3% silted-up with respect to the total 30 cm height of the reservoir. Different initial downstream conditions have also been considered including dry-bed downstream and wet-bed downstream with different levels of standing water; 2 cm, 4 cm and 5 cm.
Considering three cameras which covered length of the flume, 4 different dam break scenarios and 2 repetitions conducted for each test, a total of 24 videos collected which presented in this document.
The additional explanations related to video files can be seen in “Explanation table of videos” file which attached to this document in Microsoft Word (DOCX/DOC) format.

Foad Vosoughi, Mohammad Reza Nikoo, Gholamreza Rakhshandehroo, Amir H. Gandomi

First author
Foad Vosoughi
Research Associate, Civil Eng. Department, Shiraz University, Shiraz, Iran.
Email address: [e-mail]
ORCID: 0000-0002-4321-9788

Second author
Mohammad Reza Nikoo
Associate Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran.

Third author
Gholamreza Rakhshandehroo
Professor, Civil Eng. Department, Shiraz University, Shiraz, Iran.

Fourth author
Amir H. Gandomi
Professor, Faculty of Engineering and Information Technology, University of Technology Sydney, Sydney, Australia.

实验视频：
本文收录24段独立视频文件，均围绕伊朗设拉子大学土木与环境工程系水力实验室开展的溃坝多相洪水冲击波实验制作。实验初始上游泥沙水深为22 cm，对应水库总高度30 cm，此时上游库区泥沙淤积占比达73.3%。实验设置了多组下游初始条件，包括干河床下游，以及分别带有2 cm、4 cm、5 cm静水深的湿河床下游。
本次实验采用三台覆盖水槽全长的摄像机，共开展4组溃坝工况，每组工况重复2次试验，最终累计采集得到24段视频，全部收录于本数据集文档中。
视频文件的补充说明可查阅本文档附带的Microsoft Word（DOCX/DOC）格式《视频说明表》文件。

### 作者信息
第一作者：Foad Vosoughi，伊朗设拉子大学土木工程系研究助理，电子邮箱：[e-mail]，开放研究者与贡献者标识符（ORCID）：0000-0002-4321-9788
第二作者：Mohammad Reza Nikoo，伊朗设拉子大学土木工程系副教授
第三作者：Gholamreza Rakhshandehroo，伊朗设拉子大学土木工程系教授
第四作者：Amir H. Gandomi，澳大利亚悉尼科技大学工程与信息技术学院教授