dc.contributor.author |
Alameddine I. |
dc.contributor.author |
El-Fadel M. |
dc.contributor.editor |
|
dc.date |
2007 |
dc.date.accessioned |
2017-10-04T11:04:53Z |
dc.date.available |
2017-10-04T11:04:53Z |
dc.date.issued |
2007 |
dc.identifier |
10.1016/j.desal.2006.02.103 |
dc.identifier.isbn |
|
dc.identifier.issn |
00119164 |
dc.identifier.uri |
http://hdl.handle.net/10938/13883 |
dc.description.abstract |
Desalination was for long considered a technology too expensive to adopt in most arid countries except those with large reserves of fossil fuels and affluent economies. Recent advances in desalination technology have abolished this old paradigm and have increased its market share in many arid and semi-arid countries. Nevertheless, the introduction of a desalination plant will inevitably be associated with several potential adverse environmental impacts particularly on the marine ecosystem as a result of effluent (brine) discharge. This paper focuses on simulating the dispersion of the brine plume in the marine environment by considering the heated effluent from a desalination-power plant in the Gulf region. Various scenarios were defined and simulated using the CORMIX model to compare the mixing behavior and efficiency of surface, submerged single-port as well as submerged multi-port outfalls taking temperature variations as an indicator. The simulations capitalized on the inadequacy of widely used surface channel discharges in achieving the required dilution rates capable of minimizing potential environmental impacts on the Gulf. A sensitivity analysis was conducted to identify most influencing input parameters on simulation results as well as evaluate management options to minimize adverse impacts of desalination-related marine discharge. © 2007 Elsevier B.V. All rights reserved. |
dc.format.extent |
|
dc.format.extent |
Pages: (241-260) |
dc.language |
English |
dc.publisher |
AMSTERDAM |
dc.relation.ispartof |
Publication Name: Desalination; Publication Year: 2007; Volume: 214; no. 41642; Pages: (241-260); |
dc.relation.ispartofseries |
|
dc.relation.uri |
|
dc.source |
Scopus |
dc.subject.other |
|
dc.title |
Brine discharge from desalination plants: a modeling approach to an optimized outfall design |
dc.type |
Article |
dc.contributor.affiliation |
Alameddine, I., Department of Civil and Environmental Engineering, Faculty of Engineering and Architecture, American University of Beirut, Bliss Street, Beirut, Lebanon |
dc.contributor.affiliation |
El-Fadel, M., Department of Civil and Environmental Engineering, Faculty of Engineering and Architecture, American University of Beirut, Bliss Street, Beirut, Lebanon |
dc.contributor.authorAddress |
El-Fadel, M.; Department of Civil and Environmental Engineering, Faculty of Engineering and Architecture, American University of Beirut, Bliss Street, Beirut, Lebanon; email: mfadel@aub.edu.lb |
dc.contributor.authorCorporate |
University: American University of Beirut; Faculty: Faculty of Engineering and Architecture; Department: Civil and Environmental Engineering; |
dc.contributor.authorDepartment |
Civil and Environmental Engineering |
dc.contributor.authorDivision |
|
dc.contributor.authorEmail |
mfadel@aub.edu.lb |
dc.contributor.faculty |
Faculty of Engineering and Architecture |
dc.contributor.authorInitials |
Alameddine, I |
dc.contributor.authorInitials |
El-Fadel, M |
dc.contributor.authorOrcidID |
|
dc.contributor.authorReprintAddress |
El-Fadel, M (reprint author), Amer Univ Beirut, Fac Engn and Architecture, Dept Civil and Environm Engn, Bliss St,POB 11, Beirut 0236, Lebanon. |
dc.contributor.authorResearcherID |
|
dc.contributor.authorUniversity |
American University of Beirut |
dc.description.cited |
Abdel-jawad M., 1999, P IDA WORLD C DES WA, V3, P231; ABDULAZIS PK, 2003, DESALINATION, V154, P291, DOI 10.1016-S0011-9164(03)80044-9; ABUQDAIS HA, 1999, P INT DES ASS C SAN, V3, P249; Ahmed M, 2000, DESALINATION, V130, P155, DOI 10.1016-S0011-9164(00)00083-7; Al-Awadhi FMA, 1999, DESALINATION, V123, P127, DOI 10.1016-S0011-9164(99)00066-1; ALI MY, 1989, WATER RES, V23, P1099, DOI 10.1016-0043-1354(89)90153-X; ALTAYARAN AM, 1992, WATER RES, V26, P435, DOI 10.1016-0043-1354(92)90043-4; Azoury PH, 2001, P I MECH ENG A-J POW, V215, P405, DOI 10.1243-0957650011538677; BAUM J, 1993, M NEEDS CAL COAST CO; *CAL COAST COMM, 1993, SEAW DES CAL; COUTANT C, 1992, CRC CRIT R ENVIRON, P341; DAVIES RM, 1992, 10 EL POW RES I; Davis L. R., 1999, FUNDAMENTALS ENV DIS; DELBENE JV, 1994, DESALINATION, V97, P365, DOI 10.1016-0011-9164(94)00100-6; DONEKER RL, 2002, COMMUNICATION; Doneker RL, 2001, DESALINATION, V139, P263, DOI 10.1016-S0011-9164(01)00318-6; Einav R., 2002, DESALINATION, V152, P141; *ESCWA, 1997, EXP GROUP M DEV NON; *ESCWA UNEP, 1996, P EXP GROUP M IMPL A; Fischer H., 1979, MIXING INLAND COASTA; *GESAMP, 1992, 24 GESAMP; GOLOB R, 1984, UNEP REGIONAL SEAS R, P7; Hinrichs R., 2002, ENERGY ITS USE ENV; Hopner T, 1997, DESALINATION, V108, P11, DOI 10.1016-S0011-9164(97)00003-9; Hopner T., 1999, DESALINATION, V124, P1; Hopner Th., 2002, DESALINATION, V152, P133; *IDA, 2003, IDA NEWS, V12, P6; ISO S, 1994, DESALINATION, V97, P389, DOI 10.1016-0011-9164(94)00102-2; JENSEN L, 1992, 4 J HOPK U; Jirka G. H., 1996, USERS MANUAL CORMIX; KHORDAGUI H, 1997, EXP GROUP M DEV NON; KHORDAGUI HK, 1992, ENVIRON MANAGE, V16, P309, DOI 10.1007-BF02400069; KRYZHANOVSKY RA, 1989, EFFECTIVENESS PROCES; Latteman S., 2003, SEAWATER DESALINATIO; MABROOK B, 1994, DESALINATION, V97, P453, DOI 10.1016-0011-9164(94)00108-1; MCGREGOR ID, 1995, P INT DES ASS WORLD, P185; MICKELEY M, 1995, P INT DES ASS WORLD, V37, P351; Morton A. J., 1996, DESALINATION, V108, P1; Purnama A, 2003, DESALINATION, V155, P41, DOI 10.1016-S0011-9164(03)00237-6; Saeed T, 1999, DESALINATION, V121, P49, DOI 10.1016-S0011-9164(99)00007-7; SCOTT GI, 1980, WATER CHLORINATION E, V3, P501; SEEGERT GL, 1979, ANN ARBOR SCI ANN AR; SHAMS AM, 1997, DESALINATION, V97, P373; Smith R.L., 1996, ECOLOGY FIELD BIOL; Squire D, 2000, DESALINATION, V132, P47, DOI 10.1016-S0011-9164(00)00134-X; STEWART ME, 1979, MAR POLLUT BULL, V10, P166, DOI 10.1016-0025-326X(79)90423-5; TRUESDALL J, 1995, DESALINATION, V102, P93, DOI 10.1016-0011-9164(95)00046-5 |
dc.description.citedCount |
17 |
dc.description.citedTotWOSCount |
20 |
dc.description.citedWOSCount |
17 |
dc.format.extentCount |
20 |
dc.identifier.articleNo |
|
dc.identifier.coden |
DSLNA |
dc.identifier.pubmedID |
|
dc.identifier.scopusID |
34547427011 |
dc.identifier.url |
|
dc.publisher.address |
PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS |
dc.relation.ispartofConference |
|
dc.relation.ispartofConferenceCode |
|
dc.relation.ispartofConferenceDate |
|
dc.relation.ispartofConferenceHosting |
|
dc.relation.ispartofConferenceLoc |
|
dc.relation.ispartofConferenceSponsor |
|
dc.relation.ispartofConferenceTitle |
|
dc.relation.ispartofFundingAgency |
|
dc.relation.ispartOfISOAbbr |
Desalination |
dc.relation.ispartOfIssue |
41642 |
dc.relation.ispartOfPart |
|
dc.relation.ispartofPubTitle |
Desalination |
dc.relation.ispartofPubTitleAbbr |
Desalination |
dc.relation.ispartOfSpecialIssue |
|
dc.relation.ispartOfSuppl |
|
dc.relation.ispartOfVolume |
214 |
dc.source.ID |
WOS:000249292300021 |
dc.type.publication |
Journal |
dc.subject.otherAuthKeyword |
Brine discharge |
dc.subject.otherAuthKeyword |
CORMIX |
dc.subject.otherAuthKeyword |
Desalination |
dc.subject.otherAuthKeyword |
Discharge outfalls |
dc.subject.otherAuthKeyword |
Sensitivity analysis |
dc.subject.otherChemCAS |
|
dc.subject.otherIndex |
Brines |
dc.subject.otherIndex |
Computer simulation |
dc.subject.otherIndex |
Desalination |
dc.subject.otherIndex |
Discharge (fluid mechanics) |
dc.subject.otherIndex |
Mathematical models |
dc.subject.otherIndex |
Optimization |
dc.subject.otherIndex |
Outfalls |
dc.subject.otherIndex |
Sensitivity analysis |
dc.subject.otherIndex |
Brine discharge |
dc.subject.otherIndex |
Desalination plants |
dc.subject.otherIndex |
Discharge outfalls |
dc.subject.otherIndex |
Chemical plants |
dc.subject.otherIndex |
Brines |
dc.subject.otherIndex |
Chemical plants |
dc.subject.otherIndex |
Computer simulation |
dc.subject.otherIndex |
Desalination |
dc.subject.otherIndex |
Discharge (fluid mechanics) |
dc.subject.otherIndex |
Mathematical models |
dc.subject.otherIndex |
Optimization |
dc.subject.otherIndex |
Outfalls |
dc.subject.otherIndex |
Sensitivity analysis |
dc.subject.otherIndex |
brine |
dc.subject.otherIndex |
desalination |
dc.subject.otherIndex |
discharge |
dc.subject.otherIndex |
effluent |
dc.subject.otherIndex |
environmental impact |
dc.subject.otherIndex |
marine environment |
dc.subject.otherIndex |
optimization |
dc.subject.otherIndex |
sensitivity analysis |
dc.subject.otherIndex |
simulation |
dc.subject.otherIndex |
water treatment |
dc.subject.otherKeywordPlus |
ENVIRONMENTAL-IMPACT |
dc.subject.otherKeywordPlus |
DISPOSAL |
dc.subject.otherKeywordPlus |
KUWAIT |
dc.subject.otherKeywordPlus |
OCEAN |
dc.subject.otherKeywordPlus |
GULF |
dc.subject.otherWOS |
Engineering, Chemical |
dc.subject.otherWOS |
Water Resources |