{"title":"Energy balance relations for flow through thick porous structures","authors":"S. Koley, K. Panduranga","doi":"10.2495/CMEM-V9-N1-28-37","DOIUrl":null,"url":null,"abstract":"In wave–structure interaction problems, energy balance relations are often derived and used to check the accuracy of the computational results obtained using numerical methods. These energy identities are also used to get qualitative information about various physical quantities of interest. It is well known that for rigid structures, the energy identity is K K r t 2 2 1 + = , where Kr and Kt are the reflection and transmission coefficients, respectively. Even if we take flexible barriers, then also the aforementioned energy identity will hold. Now, for wave past a thick porous structure, often a major portion of the incoming wave energy is dissipated due to the structural porosity. So, the aforementioned energy identity will be modified into K K K r t D 2 2 1 + + = , where KD takes into account the amount of dissipative wave energy. These energy identities are available in the literature for thin porous barriers. But derivation of the energy identity is complicated for thick porous structures due to complex momentum equation and boundary conditions. In the present paper, an appropriate energy identity will be derived for water waves past a thick rectangular porous structure. In this regard, Green’s second identity is used in multi-domain regions with the arguments velocity potential and its complex conjugate. With the help of complex function theory, the final form of the same is written in a compact form. Now, to compute each quantity associated with the energy identity, the associated boundary value problem is converted into a system of Fredholm integral equations. Finally, using the boundary element method, the components present in the energy identity are obtained and checked for validation.","PeriodicalId":36958,"journal":{"name":"International Journal of Computational Methods and Experimental Measurements","volume":"181 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Computational Methods and Experimental Measurements","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2495/CMEM-V9-N1-28-37","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 2
Abstract
In wave–structure interaction problems, energy balance relations are often derived and used to check the accuracy of the computational results obtained using numerical methods. These energy identities are also used to get qualitative information about various physical quantities of interest. It is well known that for rigid structures, the energy identity is K K r t 2 2 1 + = , where Kr and Kt are the reflection and transmission coefficients, respectively. Even if we take flexible barriers, then also the aforementioned energy identity will hold. Now, for wave past a thick porous structure, often a major portion of the incoming wave energy is dissipated due to the structural porosity. So, the aforementioned energy identity will be modified into K K K r t D 2 2 1 + + = , where KD takes into account the amount of dissipative wave energy. These energy identities are available in the literature for thin porous barriers. But derivation of the energy identity is complicated for thick porous structures due to complex momentum equation and boundary conditions. In the present paper, an appropriate energy identity will be derived for water waves past a thick rectangular porous structure. In this regard, Green’s second identity is used in multi-domain regions with the arguments velocity potential and its complex conjugate. With the help of complex function theory, the final form of the same is written in a compact form. Now, to compute each quantity associated with the energy identity, the associated boundary value problem is converted into a system of Fredholm integral equations. Finally, using the boundary element method, the components present in the energy identity are obtained and checked for validation.
在波-结构相互作用问题中,经常推导能量平衡关系,并用来检验数值方法计算结果的准确性。这些能量恒等式也被用来获得各种感兴趣的物理量的定性信息。众所周知,对于刚性结构,能量恒等式为K Kr t 2 2 1 + =,其中Kr和Kt分别为反射系数和透射系数。即使我们采取灵活的屏障,那么前面提到的能量同一性也会成立。现在,对于波浪通过厚多孔结构时,由于结构孔隙性,通常入射波能的大部分被耗散。因此,将上述能量恒等式修改为K K K r t D 2 21 1 + + =,其中KD考虑的是耗散波能的大小。这些能量恒等式在薄多孔势垒的文献中是可用的。但由于复杂的动量方程和边界条件,厚孔结构的能量恒等式推导比较复杂。本文将推导出水波通过厚矩形多孔结构时的能量恒等式。在这方面,格林的第二恒等式被用于多域区域,其参数是速度势及其复共轭。借助复变函数理论,将其最终形式写成紧化形式。现在,为了计算与能量恒等式相关的每一个量,相关的边值问题被转换成一个Fredholm积分方程系统。最后,利用边界元法,得到了能量恒等式中存在的分量,并进行了验证。