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)

Name: 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)
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doi.org2025-01-22 收录

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http://doi.org/10.17632/9spmp2fps9.3

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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: foad.vosooghi@gmail.com 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：本实验视频集展示了24个独特的视频文件，这些视频记录了在伊朗设拉子大学土木与环境工程系水力实验室（设拉子，伊朗）进行的坝体溃决多相洪水冲击波实验。上游初始沉积物深度为3厘米，使得上游水库的总高度30厘米中有10%被淤积。此外，还考虑了不同的下游初始条件，包括干床下游和不同水位（2厘米、4厘米和5厘米）的湿床下游。考虑到覆盖水槽长度的三个摄像头，以及每个测试进行的4种不同的坝体溃决场景和2次重复实验，共收集了24个视频，并在本文件中呈现。与视频文件相关的额外说明，可在附于本文件的“视频说明表”文件中找到，该文件为Microsoft Word（DOCX/DOC）格式。作者信息：第一作者：Foad Vosoughi 研究助理，设拉子大学土木工程系，设拉子，伊朗。电子邮件地址：foad.vosooghi@gmail.com ORCID：0000-0002-4321-9788 第二作者：Mohammad Reza Nikoo 副教授，设拉子大学土木工程系，设拉子，伊朗。第三作者：Gholamreza Rakhshandehroo 教授，设拉子大学土木工程系，设拉子，伊朗。第四作者：Amir H. Gandomi 教授，悉尼科技大学工程与信息技术学院，悉尼，澳大利亚。

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