Transient Behavior of Saltwater Wedge and Mixing Zone in Head-Controlled Coastal Aquifer: Experimental Measurements and Numerical Modeling

Abbasali Rezapour, Fazlolah Saghravani, A. Ahmadyfard, M. Rezapour
{"title":"Transient Behavior of Saltwater Wedge and Mixing Zone in Head-Controlled Coastal Aquifer: Experimental Measurements and Numerical Modeling","authors":"Abbasali Rezapour, Fazlolah Saghravani, A. Ahmadyfard, M. Rezapour","doi":"10.29252/IJMT.11.41","DOIUrl":null,"url":null,"abstract":"Article History: Received: 6 Dec. 2018 Accepted: 21 Feb. 2019 Saltwater intrusion is a transient process that affects the coastal aquifers quality and hydrodynamics. The transient behavior of the saltwater wedge (SW) and mixing zone (MZ) due to the changes of the inland freshwater head was investigated through experimental and numerical approaches using image processing technique and the numerical code SUTRA. To acquire data in the transient conditions, automated algorithms were designed and employed for both methods. Numerical simulations were extended to a reference problem of field scale for further study of the transient aspect of the saltwater intrusion phenomena. The results demonstrated that the behavior of SW area is significantly similar to the behavior of SW toe length in transient conditions. Also, in the advancing case, the SW height reaches the steady state condition much sooner than the SW toe length and the SW area, while in the receding case, all the three indicators are stabilized almost simultaneously. Furthermore, the results showed that the MZ expanded at early stages of the receding and after a while condensed again gradually until it finally reaches to its original state at the beginning of the advancing case. Although local velocity of brackish water toward sea boundary in the dilute region of the MZ is more than in the dense region, the flushing and mixing process causes to increase the MZ in the receding case. Sensitivity analyzes showed that the speed of SW advancing or receding does not affect the MZ thickness in a steady state condition.","PeriodicalId":34429,"journal":{"name":"International Journal of Maritime Technology","volume":" ","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-03-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Maritime Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.29252/IJMT.11.41","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Article History: Received: 6 Dec. 2018 Accepted: 21 Feb. 2019 Saltwater intrusion is a transient process that affects the coastal aquifers quality and hydrodynamics. The transient behavior of the saltwater wedge (SW) and mixing zone (MZ) due to the changes of the inland freshwater head was investigated through experimental and numerical approaches using image processing technique and the numerical code SUTRA. To acquire data in the transient conditions, automated algorithms were designed and employed for both methods. Numerical simulations were extended to a reference problem of field scale for further study of the transient aspect of the saltwater intrusion phenomena. The results demonstrated that the behavior of SW area is significantly similar to the behavior of SW toe length in transient conditions. Also, in the advancing case, the SW height reaches the steady state condition much sooner than the SW toe length and the SW area, while in the receding case, all the three indicators are stabilized almost simultaneously. Furthermore, the results showed that the MZ expanded at early stages of the receding and after a while condensed again gradually until it finally reaches to its original state at the beginning of the advancing case. Although local velocity of brackish water toward sea boundary in the dilute region of the MZ is more than in the dense region, the flushing and mixing process causes to increase the MZ in the receding case. Sensitivity analyzes showed that the speed of SW advancing or receding does not affect the MZ thickness in a steady state condition.
水头控制的沿海含水层中盐水楔和混合带的瞬态特性:实验测量和数值模拟
文章历史:收稿日期:2018年12月6日收稿日期:2019年2月21日盐水入侵是一个影响沿海含水层质量和水动力学的瞬态过程。采用图像处理技术和SUTRA数值计算方法,研究了内陆淡水水头变化对咸水楔(SW)和混合带(MZ)的瞬态特性影响。为了在瞬态条件下获取数据,两种方法都设计并采用了自动化算法。将数值模拟扩展到野外尺度的参考问题,以进一步研究盐水入侵现象的瞬态方面。结果表明,在瞬态条件下,SW面积的行为与SW趾长度的行为显著相似。在前进情况下,西南高度比西南趾长和西南面积更快达到稳态状态,而在后退情况下,三个指标几乎同时稳定。结果表明,MZ在后退初期膨胀,一段时间后又逐渐压缩,最终恢复到前进初期的初始状态。虽然微咸水向海边界的局部流速在MZ的稀释区大于稠密区,但冲刷和混合过程导致MZ在后退区增大。灵敏度分析表明,在稳态条件下,SW前进或后退的速度对MZ厚度没有影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
自引率
0.00%
发文量
0
审稿时长
16 weeks
×
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