Moawya A. Allaham , John Peddieson Jr. , Ali J. Chankha
{"title":"可变输入的过滤解决方案","authors":"Moawya A. Allaham , John Peddieson Jr. , Ali J. Chankha","doi":"10.1016/0956-9618(95)00112-J","DOIUrl":null,"url":null,"abstract":"<div><p>Solutions of the deep bed filtration equations are sought for situations involving spatially varying initial porosites and temporally varying superficial velocities and inlet concentrations. Results of a general nature are obtained for both a quasistatic model and a diffusionless model. In the latter case it is shown that one numerical solution can sometimes be used to infer information about a class of problems.</p></div>","PeriodicalId":101160,"journal":{"name":"Separations Technology","volume":"5 2","pages":"Pages 105-113"},"PeriodicalIF":0.0000,"publicationDate":"1995-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0956-9618(95)00112-J","citationCount":"0","resultStr":"{\"title\":\"Filtration solutions for variable inputs\",\"authors\":\"Moawya A. Allaham , John Peddieson Jr. , Ali J. Chankha\",\"doi\":\"10.1016/0956-9618(95)00112-J\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>Solutions of the deep bed filtration equations are sought for situations involving spatially varying initial porosites and temporally varying superficial velocities and inlet concentrations. Results of a general nature are obtained for both a quasistatic model and a diffusionless model. In the latter case it is shown that one numerical solution can sometimes be used to infer information about a class of problems.</p></div>\",\"PeriodicalId\":101160,\"journal\":{\"name\":\"Separations Technology\",\"volume\":\"5 2\",\"pages\":\"Pages 105-113\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1995-05-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0956-9618(95)00112-J\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Separations Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/095696189500112J\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Separations Technology","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/095696189500112J","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Solutions of the deep bed filtration equations are sought for situations involving spatially varying initial porosites and temporally varying superficial velocities and inlet concentrations. Results of a general nature are obtained for both a quasistatic model and a diffusionless model. In the latter case it is shown that one numerical solution can sometimes be used to infer information about a class of problems.