{"refrec":{"BRefID":90932,"RR":"Journal of Waterway, Port, Coastal, and Ocean Engineering. American Society of Civil Engineers (ASCE): New York, N.Y..  ISSN 0733-950X; e-ISSN 1943-5460","BEntID":86434,"PublicFlag":1,"CheckedFlag":0,"wosflag":1,"vabbflag":null,"RefStringPartII":". American Society of Civil Engineers (ASCE): New York, N.Y..  ISSN 0733-950X; e-ISSN 1943-5460","DocTypID":16,"DocType":"Journal","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":null,"OrigTitleTranslFlag":0,"Authorstringtrunc":null,"Englishabstract":"The Journal of Waterway, Port, Coastal, and Ocean Engineering presents information regarding the engineering aspects of dredging, floods, ice, pollution, sediment transport, and tidal wave action that affect shorelines, waterways, and harbors. The development and operation of ports, harbors, and offshore facilities, as well as deep ocean engineering and shore protection and enhancement, are also covered. Other topics include the regulation and stabilization of rivers and the economics of beach nourishment.","AbstractOtherLang":null,"BibLvlCode":"S","StandardTitle":"Journal of Waterway, Port, Coastal, and Ocean Engineering","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2024-12-10 01:33:17.368041","timezone_type":1,"timezone":"+01:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":null,"MonPub":null,"DateUpdate":"2012-11-26","DateCreate":"2005-07-15","SecASFANote":null,"ConfID":null,"PeerRev":1,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":null,"monrec":null,"serrec":{"SerID":90932,"ISSN":"0733-950X","Abbreviation":"J. Waterway Port Coast. Ocean Eng.","PublID":67,"City":"New York, N.Y.","InpCentreCode":"CS","ASFACode":"001222","AntilopeFlag":0,"PerioID":null,"CurrentFlag":1,"PeerRevFlag":1,"DigISSN":"1943-5460","InputCentre":"CSA","Periodicity":null,"FromYear":1983,"ToYear":null,"WoSFlag":1,"ISSNL":"0733-950X","EmbargoYears":null,"VABBFlag":0},"relations":[{"YBRefID":102486,"RefStrFull":"Journal of the Waterway, Port, Coastal and Ocean Division. American Society of Civil Engineers (ASCE): New York.  ISSN 0148-9895","RelID":3,"Relation":"Continues","StandardTitle":"Journal of the Waterway, Port, Coastal and Ocean Division"}],"relationsRev":null,"addrec":null,"othpubs":null,"ownerships":null,"authors":null,"mapdetails":null,"datasets":null,"monographs":null,"monparts":null,"serparts":[{"BRefID":381583,"RR":"<b>Kamphuis, J.W.</b> (1991). Alongshore sediment transport rate. <i>J. Waterway Port Coast. Ocean Eng. 117(6)</i>: 624-640. <a href=\"https://dx.doi.org/10.1061/(asce)0733-950x(1991)117:6(624)\" target=\"_blank\">https://dx.doi.org/10.1061/(asce)0733-950x(1991)117:6(624)</a>","StandardTitle":"Alongshore sediment transport rate","AuthorsString":"Kamphuis, J.W.","BibLvlCode":"AS"},{"BRefID":106426,"RR":"<b>Kerckaert, P.; Roovers, P.P.L.; Noordam, A.; De Candt, P.</b> (1986). Artificial beach nourishment on Belgian east coast. <i>J. Waterway Port Coast. Ocean Eng. 112(5)</i>: 560-571","StandardTitle":"Artificial beach nourishment on Belgian east coast","AuthorsString":"Kerckaert, P. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":225353,"RR":"<b>Kobayashi, N.; Jung, H.</b> (2012). Beach erosion and recovery. <i>J. Waterway Port Coast. Ocean Eng. 138(6)</i>: 473-483. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000147\" target=\"_blank\">http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000147</a>","StandardTitle":"Beach erosion and recovery","AuthorsString":"Kobayashi, N.; Jung, H.","BibLvlCode":"AS"},{"BRefID":128155,"RR":"<b>IAHR Working Group on Wave Generation and Analysis</b> (1992). Closure to \"list of sea-state parameters\". <i>J. Waterway Port Coast. Ocean Eng. 118(2)</i>: 228-230","StandardTitle":"Closure to \"list of sea-state parameters\"","AuthorsString":"IAHR Working Group on Wave Generation and Analysis","BibLvlCode":"AS"},{"BRefID":225356,"RR":"<b>Kobayashi, N.; Pietropaolo, J.; Melby, J.A.</b> (2013). Deformation of reef breakwaters and wave transmission. <i>J. Waterway Port Coast. Ocean Eng. 139(4)</i>: 336-340. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000180\" target=\"_blank\">http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000180</a>","StandardTitle":"Deformation of reef breakwaters and wave transmission","AuthorsString":"Kobayashi, N. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":133690,"RR":"<b>Elgar, S.; Guza, R.T.; Freilich, M.H.</b> (1993). Dispersion, nonlinearity, and viscosity in shallow-water waves. <i>J. Waterway Port Coast. Ocean Eng. 119(4)</i>: 351-366","StandardTitle":"Dispersion, nonlinearity, and viscosity in shallow-water waves","AuthorsString":"Elgar, S.; Guza, R.T.; Freilich, M.H.","BibLvlCode":"AS"},{"BRefID":225360,"RR":"<b>Kobayashi, N.; Gralher, C.; Do, K.</b> (2013). Effects of woody plants on dune erosion and overwash. <i>J. Waterway Port Coast. Ocean Eng. 139(6)</i>: 466-472. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000200\" target=\"_blank\">http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000200</a>","StandardTitle":"Effects of woody plants on dune erosion and overwash","AuthorsString":"Kobayashi, N. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":291011,"RR":"<b>Lanckriet, T.; Depreiter, D.; van Holland, G.</b> (2017). Equilibrium-type response model for the sediment volume of dredging and disposal areas. <i>J. Waterway Port Coast. Ocean Eng. 143(5)</i>: 04017030. <a href=\"https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000406\" target=\"_blank\">https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000406</a>","StandardTitle":"Equilibrium-type response model for the sediment volume of dredging and disposal areas","AuthorsString":"Lanckriet, T. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":118447,"RR":"<b>Delefortrie, G.; Vantorre, M.; Verzhbitskaya, E.; Seynaeve, K.</b> (2007). Evaluation of safety of navigation in muddy areas through real-time maneuvering simulation. <i>J. Waterway Port Coast. Ocean Eng. 133(2)</i>: 125-135. <a href=\"https://dx.doi.org/10.1061/(ASCE)0733-950X(2007)133:2(125)\" target=\"_blank\">https://dx.doi.org/10.1061/(ASCE)0733-950X(2007)133:2(125)</a>","StandardTitle":"Evaluation of safety of navigation in muddy areas through real-time maneuvering simulation","AuthorsString":"Delefortrie, G. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":109262,"RR":"<b>Padron, D.V.; Han, H.Y.</b> (1983). Fender system problems in U.S. ports. <i>J. Waterway Port Coast. Ocean Eng. 109(3)</i>: 296-309","StandardTitle":"Fender system problems in U.S. ports","AuthorsString":"Padron, D.V.; Han, H.Y.","BibLvlCode":"AS"},{"BRefID":238156,"RR":"<b>De Roo, S.; Troch, P.</b> (2013). Field monitoring of ship wave action on environmentally friendly bank protection in a confined waterway. <i>J. Waterway Port Coast. Ocean Eng. 139(6)</i>: 527-534. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000202\" target=\"_blank\">dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000202</a>","StandardTitle":"Field monitoring of ship wave action on environmentally friendly bank protection in a confined waterway","AuthorsString":"De Roo, S.; Troch, P.","BibLvlCode":"AS"},{"BRefID":229936,"RR":"<b>Ruol, P.; Martinelli, L.; Pezzutto, P.</b> (2013). Formula to predict transmission for pi-type floating breakwaters. <i>J. Waterway Port Coast. Ocean Eng. 139(1)</i>: 1-8. <a href=\"https://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000153\" target=\"_blank\">https://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000153</a>","StandardTitle":"Formula to predict transmission for pi-type floating breakwaters","AuthorsString":"Ruol, P.; Martinelli, L.; Pezzutto, P.","BibLvlCode":"AS"},{"BRefID":344482,"RR":"<b>Lashley, C.H.; Van der Meer, J.; Bricker, J.D.; Altomare, C.; Suzuki, T.; Hirayama, K.</b> (2021). Formulating wave overtopping at vertical and sloping structures with shallow foreshores using deep-water wave characteristics. <i>J. Waterway Port Coast. Ocean Eng. 147(6)</i>: 04021036. <a href=\"https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000675\" target=\"_blank\">https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000675</a>","StandardTitle":"Formulating wave overtopping at vertical and sloping structures with shallow foreshores using deep-water wave characteristics","AuthorsString":"Lashley, C.H. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":366001,"RR":"<b>Sotelo, M.; Boucetta, D.; Van Hoydonck, W.; Doddugollu, P.; Vantorre, M.; Toorman, E.; Delefortrie, G.</b> (2023). Hydrodynamic forces acting on a cylinder towed in muddy environments. <i>J. Waterway Port Coast. Ocean Eng. 149(6)</i>: 04023016. <a href=\"https://dx.doi.org/10.1061/JWPED5.WWENG-1992\" target=\"_blank\">https://dx.doi.org/10.1061/JWPED5.WWENG-1992</a>","StandardTitle":"Hydrodynamic forces acting on a cylinder towed in muddy environments","AuthorsString":"Sotelo, M. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":140079,"RR":"<b>Giardino, A.; Ibrahim, E.; Adam, S.; Toorman, E.A.; Monbaliu, J.</b> (2009). Hydrodynamics and cohesive sediment transport in the IJzer estuary, Belgium: Case study. <i>J. Waterway Port Coast. Ocean Eng. 135(4)</i>: 176-184. <a href=\"http://dx.doi.org/10.1061/(ASCE)0733-950X(2009)135:4(176)\" target=\"_blank\">dx.doi.org/10.1061/(ASCE)0733-950X(2009)135:4(176)</a>","StandardTitle":"Hydrodynamics and cohesive sediment transport in the IJzer estuary, Belgium: Case study","AuthorsString":"Giardino, A. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":342988,"RR":"<b>Winterwerp, J.C.; Wang, Z.B.</b> (2021). Hydrosedimentological response to estuarine deepening: conceptual analysis. <i>J. Waterway Port Coast. Ocean Eng. 147(5)</i>: 04021023. <a href=\"https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000660\" target=\"_blank\">https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000660</a>","StandardTitle":"Hydrosedimentological response to estuarine deepening: conceptual analysis","AuthorsString":"Winterwerp, J.C.; Wang, Z.B.","BibLvlCode":"AS"},{"BRefID":128153,"RR":"<b>IAHR Working Group on Wave Generation and Analysis</b> (1989). List of sea-state parameters. <i>J. Waterway Port Coast. Ocean Eng. 115(6)</i>: 793-808","StandardTitle":"List of sea-state parameters","AuthorsString":"IAHR Working Group on Wave Generation and Analysis","BibLvlCode":"AS"},{"BRefID":126234,"RR":"<b>Natale, L.; Savi, F.</b> (2000). Minimization of filling and emptying time for navigation locks. <i>J. Waterway Port Coast. Ocean Eng. 126(6)</i>: 274-280","StandardTitle":"Minimization of filling and emptying time for navigation locks","AuthorsString":"Natale, L.; Savi, F.","BibLvlCode":"AS"},{"BRefID":108887,"RR":"<b>Stockstill, R.L.</b> (2003). Mooring model coefficients for barge tows in a navigation lock. <i>J. Waterway Port Coast. Ocean Eng. 129(5)</i>: 233-236","StandardTitle":"Mooring model coefficients for barge tows in a navigation lock","AuthorsString":"Stockstill, R.L.","BibLvlCode":"AS"},{"BRefID":363719,"RR":"<b>Mansuy, M.; Candries, M.; Eloot, K.; Page, S.; Adams, R.; Thorel, X.; Decroix, G.</b> (2023). Optimized turning basin design for inland waterways. <i>J. Waterway Port Coast. Ocean Eng. 149(4)</i>. <a href=\"https://dx.doi.org/10.1061/JWPED5.WWENG-1978\" target=\"_blank\">https://dx.doi.org/10.1061/JWPED5.WWENG-1978</a>","StandardTitle":"Optimized turning basin design for inland waterways","AuthorsString":"Mansuy, M. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":380754,"RR":"<b>van Rijn, L.C.; Meyer, K.; Dumont, K.; Fordeyn, J.</b> (2024). Practical 2DV modeling of deposition and erosion of sand and mud in dredged channels due to currents and waves. <i>J. Waterway Port Coast. Ocean Eng. 150(2)</i>: 04024002. <a href=\"https://dx.doi.org/10.1061/jwped5.wweng-2065\" target=\"_blank\">https://dx.doi.org/10.1061/jwped5.wweng-2065</a>","StandardTitle":"Practical 2DV modeling of deposition and erosion of sand and mud in dredged channels due to currents and waves","AuthorsString":"van Rijn, L.C. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":144713,"RR":"<b>Klopman, G.; van der Meer, J.W.</b> (1999). Random wave measurements in front of reflective structures. <i>J. Waterway Port Coast. Ocean Eng. 125(1)</i>: 39-45","StandardTitle":"Random wave measurements in front of reflective structures","AuthorsString":"Klopman, G.; van der Meer, J.W.","BibLvlCode":"AS"},{"BRefID":325402,"RR":"<b>Lashley, C.; Bricker, J.D.; van der Meer, J.W.; Altomare, C.; Suzuki, T.</b> (2020). Relative magnitude of infragravity waves at coastal dikes with shallow foreshores: a prediction tool. <i>J. Waterway Port Coast. Ocean Eng. 146(5)</i>: 04020034. <a href=\"https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000576\" target=\"_blank\">https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000576</a>","StandardTitle":"Relative magnitude of infragravity waves at coastal dikes with shallow foreshores: a prediction tool","AuthorsString":"Lashley, C. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":135912,"RR":"<b>Tsai, Y.T.; McDougal, W.G.; Sollitt, C.K.</b> (1990). Response of Finite Depth Seabed to Waves and Caisson Motion. <i>J. Waterway Port Coast. Ocean Eng. 116(1)</i>: 1-20","StandardTitle":"Response of Finite Depth Seabed to Waves and Caisson Motion","AuthorsString":"Tsai, Y.T.; McDougal, W.G.; Sollitt, C.K.","BibLvlCode":"AS"},{"BRefID":126822,"RR":"<b>Goda, Y.</b> (2003). Revisiting Wilson's formulas for simplified wind-wave prediction. <i>J. Waterway Port Coast. Ocean Eng. 129(2)</i>: 93-95","StandardTitle":"Revisiting Wilson's formulas for simplified wind-wave prediction","AuthorsString":"Goda, Y.","BibLvlCode":"AS"},{"BRefID":249189,"RR":"<b>Haller, M.C.; Honegger, D.; Catalan, P.A.</b> (2014). Rip current observations via marine radar. <i>J. Waterway Port Coast. Ocean Eng. 140(2)</i>: 115-124. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000229\" target=\"_blank\">http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000229</a>","StandardTitle":"Rip current observations via marine radar","AuthorsString":"Haller, M.C. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":355340,"RR":"<b>Pepi, Y.; Cecioni, C.; Franco, L.</b> (2022). Role of armor roughness in overtopping response of upgraded multilayer rubble mound breakwaters. <i>J. Waterway Port Coast. Ocean Eng. 148(5)</i>: 04022017. <a href=\"https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000721\" target=\"_blank\">https://dx.doi.org/10.1061/(asce)ww.1943-5460.0000721</a>","StandardTitle":"Role of armor roughness in overtopping response of upgraded multilayer rubble mound breakwaters","AuthorsString":"Pepi, Y.; Cecioni, C.; Franco, L.","BibLvlCode":"AS"},{"BRefID":225269,"RR":"<b>McLean, S.; Ribberink, J.S.; Dohmen-Janssen, C.M.; Hassan, W.</b> (2001). Sand transport in oscillatory sheet flow with mean current. <i>J. Waterway Port Coast. Ocean Eng. 127(3)</i>: 141-151","StandardTitle":"Sand transport in oscillatory sheet flow with mean current","AuthorsString":"McLean, S. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":135889,"RR":"<b>McDougal, W.G.</b> (1989). Seabed stability near floating structures. <i>J. Waterway Port Coast. Ocean Eng. 115(6)</i>: 727-739. <a href=\"https://dx.doi.org/10.1061/(ASCE)0733-950X(1989)115:6(727)\" target=\"_blank\">https://dx.doi.org/10.1061/(ASCE)0733-950X(1989)115:6(727)</a>","StandardTitle":"Seabed stability near floating structures","AuthorsString":"McDougal, W.G.","BibLvlCode":"AS"},{"BRefID":295438,"RR":"<b>Wan, Y.; Wang, L.</b> (2018). Study on the seasonal estuarine turbidity maximum variations of the Yangtze Estuary, China. <i>J. Waterway Port Coast. Ocean Eng. 144(3)</i>: 15. <a href=\"https://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000442\" target=\"_blank\">https://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000442</a>","StandardTitle":"Study on the seasonal estuarine turbidity maximum variations of the Yangtze Estuary, China","AuthorsString":"Wan, Y.; Wang, L.","BibLvlCode":"AS"},{"BRefID":369025,"RR":"<b>Nogueira, H.I.S.; van der Hout, A.; O’Mahoney, T.S.D.; Kortlever, W.C.D.</b> (2024). The impact of density differences on the hydraulic design of leveling systems: the case of new large sea locks in IJmuiden and Terneuzen. <i>J. Waterway Port Coast. Ocean Eng. 150(1)</i>: 05023002. <a href=\"https://dx.doi.org/10.1061/jwped5.wweng-1993\" target=\"_blank\">https://dx.doi.org/10.1061/jwped5.wweng-1993</a>","StandardTitle":"The impact of density differences on the hydraulic design of leveling systems: the case of new large sea locks in IJmuiden and Terneuzen","AuthorsString":"Nogueira, H.I.S. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":247042,"RR":"<b>Verhaeghe, H.; De Vos, L.; Boone, E.; Goemaere, J.</b> (2014). Using field data to improve the settlement prediction model of a breakwater on soft soil. <i>J. Waterway Port Coast. Ocean Eng. 140(2)</i>: 173-187. <a href=\"https://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000213\" target=\"_blank\">https://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000213</a>","StandardTitle":"Using field data to improve the settlement prediction model of a breakwater on soft soil","AuthorsString":"Verhaeghe, H. <i>et al.</i>","BibLvlCode":"AS"},{"BRefID":238466,"RR":"<b>Victor, L.; Troch, P.</b> (2012). Wave overtopping at smooth impermeable steep slopes with low crest freeboards. <i>J. Waterway Port Coast. Ocean Eng. 138(5)</i>: 372-385. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000141\" target=\"_blank\">dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000141</a>","StandardTitle":"Wave overtopping at smooth impermeable steep slopes with low crest freeboards","AuthorsString":"Victor, L.; Troch, P.","BibLvlCode":"AS"},{"BRefID":355907,"RR":"<b>van Gent, M.R.A.</b> (2001). Wave runup on dikes with shallow foreshores. <i>J. Waterway Port Coast. Ocean Eng. 127(5)</i>: 254-262. <a href=\"https://dx.doi.org/10.1061/(asce)0733-950x(2001)127:5(254)\" target=\"_blank\">https://dx.doi.org/10.1061/(asce)0733-950x(2001)127:5(254)</a>","StandardTitle":"Wave runup on dikes with shallow foreshores","AuthorsString":"van Gent, M.R.A.","BibLvlCode":"AS"}],"BEntOpen":null,"BEntPrivate":null,"availability":[{"BInstID":93555,"LibID":2706,"BRefID":90932,"EmbargoDate":null,"FullEmbargoDate":null,"PhysMedID":0,"hasOCRd":null,"ShelfLocCode":null,"RFID":null,"PaidValue":null,"Medium":"Paper","Description":null,"Acronym":"WL","Library":"Waterbouwkundig Laboratorium","DutchTerm":null,"URL":null,"ClassifID":138,"Classification":"Archief Tijdschriften","ReqLink":null,"ClassifTypID":null,"URLLocation":null,"SubDir":null,"InternalReq":null,"LoggedInReq":null,"Disclaimer":null,"DutchDisclaimer":null,"FileFormat":null,"FileDescr":null,"InsPub":1,"InsID":116,"FileFormID":null,"LendableFlag":null,"PublicFlag":1,"orderLib":"Waterbouwkundig Laboratorium","Notes":null,"AccConID":null,"AccessConstraint":null,"LicURL":null}],"litstyles":null,"thespers":null,"arch2discl":null,"SERpubls":null,"MONpubls":null,"pictures":[],"thestermsPath":[{"ThesaurusTerm":"Hydraulic engineering","ThestID":4080,"Acronym":"ASFA","ThesTermPath":"Engineering > Hydraulic engineering"}],"thestermsASFA":[{"ThesaurusTerm":"Hydraulic engineering"}],"taxtermsASFA":null,"geotermsASFA":null,"collections":[{"Collection":"Waterbouwkundig Laboratorium","ShortName":"WL"}],"conf":null,"proj":null,"Physdatasets":null,"spcols":{"130":{"SpName":"Waterbouwkundig Laboratorium","SpColID":130,"ParSpColID":null,"TopParID":null,"ShortName":"WL","URLLocation":null,"LibID":2706,"OpenRepoFlag":null,"SpTypID":1,"TopParIDNotWebsite":null,"SpColPath":"WL"}},"doi":null,"publs":[{"PublID":67,"PublName":"American Society of Civil Engineers (ASCE)","InsID":3938,"PersID":null,"INBOID":11278,"OrderNr":1}],"serparttypes":["A"],"monauthors":null,"MParts":null,"SParts":null,"hLibs":[{"LibID":2706,"Library":"Waterbouwkundig Laboratorium","InsID":116,"PublicFlag":1,"holdings":[{"HoldingOrder":1,"FromYear":"2002","FromVol":"128","FromNr":"1","ToYear":"2010","ToVol":"136","ToNr":"2","Medium":"Paper","DutchTerm":"Papier","BInstID":93555}]}],"langs":[{"BEntID":86434,"AbstractFlag":-1,"LangID":15,"LangCode":"en","Lang":"English","DutchTerm":"Engels","LangCodeExtended":"eng"},{"BEntID":86434,"AbstractFlag":0,"LangID":15,"LangCode":"en","Lang":"English","DutchTerm":"Engels","LangCodeExtended":"eng"}],"urls":[{"URL":"ascelibrary.org/loi/jwped5","externalID":null,"URLTypeCode":null,"URLID":23286,"URLTypID":null,"URLType":null,"URLPrefix":null}],"thesterms":[{"ThesaurusTerm":"Hydraulic engineering","ThestID":4080,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"}],"taxterms":null,"geoterms":null,"othterms":null,"asfacodes":null,"asfa2codes":null,"thestermsFRIS":[{"ThesaurusTerm":"Hydraulic engineering","DutchTerm":"Waterbouwkunde; Waterbouw","ThestID":4080,"Acronym":"ASFA","ThesTypID":1,"ThesType":"ASFA Thesaurus List"}],"taxtermsFRIS":null,"geotermsFRIS":null,"othtermsFRIS":null,"resmessage":"","complete":1,"sessions":{"newSesName":"T'Jampens, Roeland, R.","newSesDate":{"date":"2005-07-15 15:30:44.133000","timezone_type":3,"timezone":"Europe/Brussels"},"updSesName":"Haspeslagh, Jan, J.","updSesDate":{"date":"2012-11-26 10:22:22.413000","timezone_type":3,"timezone":"Europe/Brussels"}}}