Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 20 cm sediment depth (67.7% 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 20 cm which makes the upstream reservoir 67.7% 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： 本数据集包含24个独立视频文件，均与溃坝多相洪水冲击波实验相关，实验于伊朗设拉子大学土木与环境工程系水力实验室开展（伊朗设拉子）。实验初始上游泥沙水深为20 cm，对应总高度30 cm的上游水库淤积率达67.7%。本次实验设置了多种下游初始工况，包括下游干床工况，以及存在不同高度滞水的下游湿床工况（滞水高度分别为2 cm、4 cm与5 cm）。 本次实验采用3台覆盖水槽全长的摄影机，设置4种不同的溃坝工况，且每组工况均重复2次，最终共采集得到24段视频，均收录于本数据集文档中。 视频文件的补充说明详见本文档所附的Microsoft Word（DOCX/DOC）格式文件《视频说明表》。 作者：Foad Vosoughi、Mohammad Reza Nikoo、Gholamreza Rakhshandehroo、Amir H. Gandomi 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]，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