Experimental videos in studying the influences of dry- and wet-bed downstream conditions on dam break multiphase flood waves in a reservoir with 3 cm sediment depth (10% 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 3 cm which makes the upstream reservoir 10% 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：本数据集共收录24段独立视频文件，均来自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。
上游初始泥沙淤积深度为3 cm，对应总高度30 cm的上游库区淤积率达10%。实验同时设置了多种下游初始工况：下游干床工况，以及下游湿床工况（分别对应2 cm、4 cm、5 cm的滞水深度）。本次实验采用三台覆盖水槽全长的摄像机，共设置4种溃坝工况，每种工况开展2次重复试验，最终累计采集得到24段视频，均收录于本文档中。
视频文件的补充说明详见本数据集附带的Microsoft Word（DOCX/DOC）格式"Explanation table of videos"文件。

作者列表：福阿德·沃索吉（Foad Vosoughi）、穆罕默德·礼萨·尼库（Mohammad Reza Nikoo）、戈尔姆礼萨·拉赫尚德鲁（Gholamreza Rakhshandehroo）、阿米尔·H·甘达米（Amir H. Gandomi）
第一作者：福阿德·沃索吉，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：穆罕默德·礼萨·尼库，伊朗设拉子大学土木工程系副教授
第三作者：戈尔姆礼萨·拉赫尚德鲁，伊朗设拉子大学土木工程系教授
第四作者：阿米尔·H·甘达米，澳大利亚悉尼科技大学工程与信息技术学院教授