格宾笼状障碍物对沉降影响的研究

Q2 Engineering
Mehdi Derakhshannia, M. Ghomshi, S. Eslamian
{"title":"格宾笼状障碍物对沉降影响的研究","authors":"Mehdi Derakhshannia, M. Ghomshi, S. Eslamian","doi":"10.22034/JCEE.2021.45190.2021","DOIUrl":null,"url":null,"abstract":"Sedimentation in reservoirs is one of the most important factors in reducing the useful life of large dams. The main factor in moving sediments is density currents, so that researchers in recent years have proposed various solutions to control these flows, the use of obstacles is known as one of the most effective solutions. By understanding the function of these currents and the factors affecting them, an effective step can be taken to control or eliminate them. Therefore, in this study, the effect of changes in the height of the permeable obstacle with a diameter of one centimeter under the influence of various parameters has been investigated. Thus, changes in obstacle height (1, 1.5 and 2 times the body of density current), discharge (1, 1.5 and 2 lit/sec), concentration (10 and 15 gr/lit), slope (0/75, 1/25 and 0/75%) was examined. The results showed that the three parameters of slope, concentration and discharge in this study are the factors affecting the flow moment and with increasing each of these parameters, the efficiency of obstacles with dimensional ratio of height 1 and 1.5 decreases , However, in the obstacle with a dimensionless ratio of height 2, the performance of the obstacle is improved, so that when the current collides with the obstacle, a lot of turbulence is created, which causes a significant reduction of the density current head, so that the average rate of head flux reduction The dimensional ratios of 1, 1.5 and 2 times were about 32, 45, 92%, respectively.","PeriodicalId":52256,"journal":{"name":"Tumu yu Huanjing Gongcheng Xuebao/Journal of Civil and Environmental Engineering","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2021-07-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation of the effect of gabion-shaped obstacles on sedimentation\",\"authors\":\"Mehdi Derakhshannia, M. Ghomshi, S. Eslamian\",\"doi\":\"10.22034/JCEE.2021.45190.2021\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Sedimentation in reservoirs is one of the most important factors in reducing the useful life of large dams. The main factor in moving sediments is density currents, so that researchers in recent years have proposed various solutions to control these flows, the use of obstacles is known as one of the most effective solutions. By understanding the function of these currents and the factors affecting them, an effective step can be taken to control or eliminate them. Therefore, in this study, the effect of changes in the height of the permeable obstacle with a diameter of one centimeter under the influence of various parameters has been investigated. Thus, changes in obstacle height (1, 1.5 and 2 times the body of density current), discharge (1, 1.5 and 2 lit/sec), concentration (10 and 15 gr/lit), slope (0/75, 1/25 and 0/75%) was examined. The results showed that the three parameters of slope, concentration and discharge in this study are the factors affecting the flow moment and with increasing each of these parameters, the efficiency of obstacles with dimensional ratio of height 1 and 1.5 decreases , However, in the obstacle with a dimensionless ratio of height 2, the performance of the obstacle is improved, so that when the current collides with the obstacle, a lot of turbulence is created, which causes a significant reduction of the density current head, so that the average rate of head flux reduction The dimensional ratios of 1, 1.5 and 2 times were about 32, 45, 92%, respectively.\",\"PeriodicalId\":52256,\"journal\":{\"name\":\"Tumu yu Huanjing Gongcheng Xuebao/Journal of Civil and Environmental Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-07-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Tumu yu Huanjing Gongcheng Xuebao/Journal of Civil and Environmental Engineering\",\"FirstCategoryId\":\"1087\",\"ListUrlMain\":\"https://doi.org/10.22034/JCEE.2021.45190.2021\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"Engineering\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tumu yu Huanjing Gongcheng Xuebao/Journal of Civil and Environmental Engineering","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.22034/JCEE.2021.45190.2021","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0

摘要

水库淤积是缩短大坝使用寿命的重要因素之一。沉积物移动的主要因素是密度流,因此近年来研究人员提出了各种方法来控制这些水流,使用障碍物被认为是最有效的方法之一。通过了解这些电流的功能和影响它们的因素,可以采取有效的步骤来控制或消除它们。因此,在本研究中,我们研究了在各种参数的影响下,直径为1厘米的可渗透障碍物高度变化的影响。因此,研究了障碍物高度(密度电流体的1、1.5和2倍)、放电(1、1.5和2 lit/sec)、浓度(10和15 gr/lit)、斜率(0/75、1/25和0/75%)的变化。结果表明:本研究中的坡度、浓度和流量三个参数是影响流动力矩的因素,随着这些参数的增大,高程比为1和1.5的障碍物的效率降低,而高程比为2的无量纲障碍物的性能得到提高,因此当电流与障碍物碰撞时,会产生大量湍流;结果表明,1倍、1.5倍和2倍的平均水头通量降低率分别约为32、45、92%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Investigation of the effect of gabion-shaped obstacles on sedimentation
Sedimentation in reservoirs is one of the most important factors in reducing the useful life of large dams. The main factor in moving sediments is density currents, so that researchers in recent years have proposed various solutions to control these flows, the use of obstacles is known as one of the most effective solutions. By understanding the function of these currents and the factors affecting them, an effective step can be taken to control or eliminate them. Therefore, in this study, the effect of changes in the height of the permeable obstacle with a diameter of one centimeter under the influence of various parameters has been investigated. Thus, changes in obstacle height (1, 1.5 and 2 times the body of density current), discharge (1, 1.5 and 2 lit/sec), concentration (10 and 15 gr/lit), slope (0/75, 1/25 and 0/75%) was examined. The results showed that the three parameters of slope, concentration and discharge in this study are the factors affecting the flow moment and with increasing each of these parameters, the efficiency of obstacles with dimensional ratio of height 1 and 1.5 decreases , However, in the obstacle with a dimensionless ratio of height 2, the performance of the obstacle is improved, so that when the current collides with the obstacle, a lot of turbulence is created, which causes a significant reduction of the density current head, so that the average rate of head flux reduction The dimensional ratios of 1, 1.5 and 2 times were about 32, 45, 92%, respectively.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
1.30
自引率
0.00%
发文量
5346
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信