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First-of-Its-Kind Device Prototype Harnesses Renewable Energy from Ocean Waves.https:\u002F\u002Finhabitat.com\u002Ffirst-of-its-kind-device-prototype-harnesses-renewable-energy-from-ocean-waves\u002F.\nAiman, M.J., Ismail, N.I., Saad, M.R., Imai, Y., Nagata, S., Huda Samion, M.K., Manan, E.A. and Abdul Rahman, M.R., 2020. Study on shape geometry of floating oscillating water column wave energy converter for low heave wave condition, Journal of Advanced Research in Fluid Mechanics and Thermal Sciences, 70(2), 124–134.\nAnsarifard, N., Fleming, A., Henderson, A., Kianejad, S.S., Chai, S.H. and Orphin, J., 2019. Comparison of inflow and outflow radial air turbines in vented and bidirectional OWC wave energy converters, Energy, 182, 159–176.\nBabarit, A., 2015. A database of capture width ratio of wave energy converters, Renewable Energy, 80, 610–628.\nBudar, K. and Falnes, J., 1975. A resonant point absorber of ocean-wave power, Nature, 256(5517), 478–479.\nCoxworth, B., 2011. Ship-based System Designed to Harness Energy from Waves.https:\u002F\u002Fnewatlas.com\u002Fwave-power-system-on-ships\u002F 19251\u002F [2011-07-18].\nEvans, D.V., 1976. A theory for wave-power absorption by oscillating bodies, Journal of Fluid Mechanics, 77(1), 1–25.\nFalcão, A.F.O. and Henriques, J.C.C., 2016. Oscillating-water-column wave energy converters and air turbines: A review, Renewable Energy, 85, 1391–1424.\nFalnes, J. and Budal, K., 1978. Wave-power conversion by point absorbers, Norwegian Maritime Research, 6(4), 2–11.\nGoda, Y., 1988. Statistical variability of sea state parameters as a function of wave spectrum, Coastal Engineering in Japan, 31(1), 39–52.\nGomes, R. P.F., Henriques, J. C.C., Gato, L. M.C. and Falcão, A.F.O., 2016. Wave power extraction of a heaving floating oscillating water column in a wave channel, Renewable Energy, 99, 1262–1275.\nHolmes, B., 2009. Tank Testing of Wave Energy Conversion Systems, European Marine Energy Centre.\nHong, D.C., Hong, S.Y. and Hong, S.W., 2004. Numerical study on the reverse drift force of floating BBDB wave energy absorbers, Ocean Engineering, 31(10), 1257–1294.\nImai, Y., Toyota, K., Nagata, S. and Hamun, M.A.H., 2010. Duct extension effect on the primary conversion of a wave energy converter “backward bent duct buoy”, J OTEC, 15, 33–35.\nLee, K.R., Koo, W. and Kim, M.H., 2013. Fully nonlinear timedomain simulation of a backward bent duct buoy floating wave energy converter using an acceleration potential method, International Journal of Naval Architecture and Ocean Engineering, 5(4), 513–528.\nLi, M., Wu, R.K., Wu, B.J. and Zhang, Y.Q., 2019. Experimental study on conversion efficiency of a floating OWC pentagonal backward bent duct buoy wave energy converter, China Ocean Engineering, 33(3), 297–308.\nLiang, X.G., Sun, P.Y., Wang, W. and Jiang, N.D., 1998. Performance test on the SWBF 2.86×2.2 BBDB wave power navigation buoy, New Energy, 20(9), 4–10. (in Chinese)\nLiang, X.G., Sun, P.Y., Wang, W. and Jiang, N.D., 2001. Experiment study of 2-direction guide-vane turbine in to-and-fro air-flow, Ocean Engineering, 19(4), 84–93. (in Chinese)\nLiang, X.G., Wang, W., Jiang, N.D., 1995. Experimental research on the performance of 5 kW backward bent duct wave power generation buoy, New Energy, 17(6), 4–10. (in Chinese)\nMasuda, Y., Kuboki, T., Ravindrum, M., Pathak, A.G., Jayashankar, V. and Liang, X.G., 1999. Development of backward bent duct buoy (BBDB), Proceedings of the 9th International Offshore and Polar Engineering Conference, OnePetro, Brest, France.\nPathak, A.G., Subramanian, V.A. and Masuda, Y., 1999. Performance studies on a scaled model of backward bent ducted buoy (BBDB) type wave energy converter in regular and random waves, Proceedings of the 9th International Offshore and Polar Engineering Conference, OnePetro, Brest, France.\nPortillo, J. C.C., Reis, P.F., Henriques, J. C.C., Gato, L.M.C. and Falcão, A.F.O., 2019. Backward bent-duct buoy or frontward bent-duct buoy? Review, assessment and optimisation, Renewable and Sustainable Energy Reviews, 112, 353–368.\nRezanejad, K., Gadelho, J. F.M., Xu, S. and Guedes Soares, C., 2021. Experimental investigation on the hydrodynamic performance of a new type floating Oscillating Water Column device with dual-chambers, Ocean Engineering, 234, 109307.\nSetoguchi, T., Kaneko, K., Taniyama, H., Maeda, H. and Inoue, M., 1996. Impulse thrbine with self-pitch-controlled guide vanes for wave power conversion: Guide vanes connected by links, International Journal of Offshore and Polar Engineering, 6(1), ISOPE–96–06–1–076.\nSheng, W.A., 2019a. Motion and performance of BBDB OWC wave energy converters: I, hydrodynamics, Renewable Energy, 138, 106–120.\nSheng, W.A., 2019b. Power performance of BBDB OWC wave energy converters, Renewable Energy, 132, 709–722.\nSheng, W.A., Alcorn, R. and Lewis, A., 2013. On thermodynamics in the primary power conversion of oscillating water column wave energy converters, Journal of Renewable and Sustainable Energy, 5(2), 023105.\nTakao, M. and Setoguchi, T., 2012. Air turbines for wave energy conversion, International Journal of Rotating Machinery, 2012, 717398.\nWashio, Y., Osawa, H. and Ogata, T., 2001. The open sea tests of the offshore floating type wave power device “Mighty Whale”-characteristics of wave energy absorption and power generation, Proceedings of the MTS\u002FIEEE Oceans 2001. An Ocean Odyssey, IEEE, Honolulu, USA.\nWu, B.J., Li, M., Wu, R.K., Chen, T.X., Zhang, Y.Q. and Ye, Y., 2018. BBDB wave energy conversion technology and perspective in China, Ocean Engineering, 169, 281–291.\nWu, B.J., Li, M., Wu, R.K., Zhang, Q.Q. and Peng, W., 2017. Experimental study on primary efficiency of a new pentagonal backward bent duct buoy and assessment of prototypes, Renewable Energy, 113, 774–783.\nWu, B.J., Wu, R.K., Zhang, Y.Q., Li, M. and Jiang, C.Y., 2019. A Green Energy Power Supply Device with Self-Sailing Function, CN Patent 201710282648.6. (in Chinese)",{"EN":155},"Freely movable wave energy converters (WECs) will greatly improve their adaptability to the marine environment. In this paper, a dual-mode oscillating water column (OWC) WEC with potential sailing capability is proposed. By opening and closing a gate on the side facing the waves, the WEC converts wave energy in the vertical duct (called VD mode) with low sailing resistance or in the backward bend duct (called BBD mode) with high sailing resistance. A small model and a medium model were designed and manufactured. The capture width ratio (CWR) of the small model in the two modes was experimentally studied. The CWR under bidirectional airflow and conversion characteristics under unidirectional airflow of the medium model in the BBD mode were obtained. Tests of the small model show that the peak CWR is 145.2% under regular waves and 90.1% under random waves in BBD mode, and in VD mode the peak CWR is about 60% of that in the BBD mode. Tests of the medium model show that the peak CWR is 228.96% under regular waves, the maximum wave-to-battery efficiency is 63.36% under regular waves and 30.17% under random waves, respectively.",{"EN":157},"Experimental Study on Conversion Characteristics of Dual-Mode OWC Models Appropriate for 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Wu","ARTICLE",{"url":161,"publisher":324,"properties":352},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":325,"slug":10,"properties":326,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":330,"manageAffiliations":331,"indexDatabases":332,"url":134,"thumbnailPath":20,"statistic":347,"gsStatistic":20,"type":142,"analyzePriority":20},[],{"issn":327,"eissn":328,"title":329},{"VOID":13},{"VOID":15},{"EN":17},[],[],[333,340],{"id":115,"indexDatabase":334,"url":130,"indexYears":20,"academicFieldIds":339,"indexDatabaseRanking":20},{"id":117,"createTime":118,"updateTime":119,"relativeEntities":335,"label":336,"description":337,"key":126,"publicationTags":338,"standard":20},[],{"EN":122,"VI":122},{"VI":124,"EN":125},[128,129],[132,133],{"id":93,"indexDatabase":341,"url":106,"indexYears":107,"academicFieldIds":346,"indexDatabaseRanking":113},{"id":95,"createTime":96,"updateTime":97,"relativeEntities":342,"label":343,"description":344,"key":103,"publicationTags":345,"standard":20},[],{"EN":100,"VI":100},{"EN":100,"VI":102},[105],[109,110,111,112],{"impactFactor":21,"impactFactorByYear":348,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":137,"totalPublicationByYear":349,"totalCitation":21,"totalCitationByYear":350,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":351,"hindexLast5Year":21,"hindex":21},{},{"2015":88,"2018":88,"2020":139,"2022":88,"2023":139},{},{},{"volume":353,"pages":355},{"VOID":354},"37",{"VOID":356},"247-257","2023-05-29",2023,false,{"id":361,"createTime":362,"updateTime":363,"relativeEntities":364,"slug":365,"properties":366,"entityType":160,"verifyStatus":375,"verifyTime":363,"verifyNote":376,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":377,"fullTextUrl":20,"authors":378,"publicationType":322,"publisherRelationship":411,"citationCount":20,"citationInfo":20,"publishDate":445,"publishYear":446,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":359},"d2eb70b3-a089-4007-9162-fcfaafd0d001","2023-12-24T04:50:15.086+00:00","2024-12-28T23:57:33.873+00:00",[],"Effect-of-under-connected-plates-on-the-hydrodynamic-efficiency-of-the-floating-breakwater",{"references":367,"abstract":369,"title":371,"doi":373},{"VOID":368},"Bayram, A., 2000. Experimental study of a sloping float breakwater, Ocean Eng., 27(4): 445–453.\nBehzad, M. and Akbari, M., 2007. Experimental investigation on response and efficiency of moored pontoon type floating breakwaters, Iranian Journal of Science & Technology, Engineering, 31(1): 95–99.\nBrebner, A. and Ofuya, A. O., 1968. Floating breakwaters, Proceedings of 11th Conference on Coastal Engineering, London, United Kingdom, 1055–1085.\nCarr, J. H., 1951. Mobile breakwater, Proceeding of 2nd Conference on Coastal Engineering, Houston, Texas, 281–295.\nCarver, R. D., 1979. Floating Breakwater Wave-Attenuation Tests for East Bay Marina, Olympia Harbor, Washington: Hydraulic Model Investigation, Technical Report HL79-13, U. S. Army Engineer Waterways Experiment Station, CE, Vicksburg, Mississippi.\nCarver, R. D. and Davidson, D. D., 1983. Slopping floating breakwater model study, Proceeding of the Specialty Conference on Design Construction, Maintenance and Performance of Coastal Structures 83A, 417–432.\nDean, R. and Dalrymple, R. A., 1984. Wave Mechanics for Engineering and Scientists, Prentice Hall, Inc., Englewood, Cliffs, New Jersey.\nDrimer, N., Agnon, Y. and Stiassnie, M., 1992. A simplified analytical model for a floating breakwater in water of finite depth, Appl. Ocean Res., 14(1): 33–41.\nDong, G. H., Zheng, Y. N., Lia, Y. C., Teng, B., Guan, C. T. and Lin, D. F., 2008. Experiments on wave transmission coefficients of floating breakwaters, Ocean Eng., 35(8–9): 931–938.\nGesraha, M. R., 1995. Hydrodynamic of Floating Pontoons Under Oblique Waves, MSc. Thesis, Irrigation and Hydraulics Department, Faculty of Engineering, Cairo University, Cairo, Egypt.\nGesraha, M. R., 2004. An eigenfunction expansion solution for extremely flexible floating pontoons in oblique waves, Appl. Ocean Res., 26(5): 171–182.\nGoda, Y. and Suzuki, Y., 1976. Estimation of incident and reflected waves in random wave experiments, Proceedings of 15th Conference on Coastal Engineering, Honolulu, Hawaii, 828–845.\nFugazza, M. and Natale, L., 1988. Energy losses and floating breakwater responses, J. Waterw. Port Coast. Ocean Eng., 114(2): 191–205.\nHarms, V. W., 1979. Design criteria for floating tire breakwater, J. Waterw. Port Coast. Ocean Eng., 106(2): 149–170.\nKato, J., Hagino, S., and Uekita, Y., 1966. Damping effect of floating breakwaters, J. Waterw. Harbor Div., 95(3): 1068–1078.\nKriezi, E. E., Karambas, T. V., Prinos, P. and Koutitas, C., 2001. Interaction of floating breakwaters with waves in shallow waters, International Conference IAHR, Beijing, China, 69–76.\nKoraim, A. S., 2005. Suggested Model for the Protection of Shores and Marina, Ph. D. Thesis, Civil Engineering, Zagazig University, Zagazig, Egypt.\nKoraim, A. S. and Rageh, O. S., 2010. Hydraulic performance of vertical walls with horizontal slots used as breakwater, Coast. Eng., 57(8): 745–756.\nKoutandos, E. V., Karambas, T. V., Prinos, P. and Koutitas, C., 2004. Floating breakwater response to waves action using a Boussinesq model coupled with a 2DV elliptic solver, J. Waterw. Port Coast. Ocean Eng., 130(5): 243–255.\nKoutandos, E. V., Prinos, P., and Gironella, X., 2005. Floating breakwaters under regular and irregular wave forcing: reflection and transmission characteristics, J. Hydraul. Res., 43(2): 174–188.\nLiang, N. K., Huang, J. S., and Li, C. F., 2004. A study of buoy floating breakwater, Ocean Eng., 31(1): 43–60.\nLochner, R., Faber, O., and Penny, W. G., 1948. The Bombardon floating breakwater, The Civil Engineer in War 2, Docks and Harbors, The Institution of Civil Engineers, London, England.\nMacagno, E. O., 1953. Fluid mechanics: experimental study of the effects of the passage of a wave beneath an obstacle, Proceedings of the Academic des Sciences, Paris, France.\nMani, J. S., 1991. Design of Y-frame floating breakwater, J. Waterw. Port Coast. Ocean Eng., 117(2): 105–119.\nMcCartney, B. L., 1985. Floating breakwater design, J. Waterw. Port Coast. Ocean Eng., 111(2): 304–318.\nMurali, K. and Mani, J. S., 1997. Performance of cage floating breakwater, J. Waterw. Port Coast. Ocean Eng., 123(4): 172–179.\nRageh, O. S., El-Alfy, K. S., Shamaa, M. T. and Diab, R. M., 2006. An experimental study of spherical floating bodies under waves, Proc. 10th Int. Water Technol. Conf. (IWTC10), Alexandria, Egypt, 357–375.\nRageh, O. S., Koraim, A. S. and Salem, T. N., 2009. Hydrodynamic efficiency of partially immersed caissons supported on piles, Ocean Eng., 36(14): 1112–1118.\nSutko, A. A. and Haden E. L., 1974. The effect of surge, heave and pitch on the performance of a floating breakwater, Proceedings of the Floating Breakwater Conference, Newport, Rhode Island, 41–53.\nTolba, E. R., 1998. Behavior of Floating Breakwater Under Wave Action, Ph.D. Thesis, Suez Canal University, Port Said, Egypt.\nWilliams, K. J., 1988. An experimental study of wave obstacle interaction in a two dimensional domain, J. Hydraul. Res., 26(4): 463–482.\nWilliams, A. N. and McDougal, W. G., 1996. A dynamic submerged breakwater, J. Waterw. Port Coast. Ocean Eng., 122(6): 288–296.\nWilliams, A. N., Lee, H. S., and Huang, Z., 2000. Floating pontoon breakwaters, Ocean Eng., 27(3): 221–240.\nYamamoto, T., 1981. Moored floating breakwater response to regular and irregular waves, Appl. Ocean Res., 3(1): 27–36.",{"EN":370},"In this paper, the hydrodynamic efficiency of a floating breakwater system is experimentally studied by use of physical models. Regular waves with wide ranges of wave heights and periods are tested. The efficiency of the breakwater is presented as a function of the wave transmission, reflection, and energy dissipation coefficients. Different parameters affecting the breakwater efficiency are investigated, e.g. the number of the under connected vertical plates, the length of the mooring wire, and the wave length. It is found that, the transmission coefficient k\n                t decreases with the increase of the relative breakwater width B\u002FL, the number of plates n and the relative wire length l\u002Fh, while the reflection coefficient k\n                r takes the opposite trend. Therefore, it is possible to achieve k\n                t values smaller than 0.25 and k\n                r values larger than 0.80 when B\u002FL is larger than 0.25 for the case of l\u002Fh=1.5 and n=4. In addition, empirical equations used for estimating the transmission and reflection coefficients are developed by using the dimensionless analysis, regression analysis and measured data and verified by different theoretical and experimental results.",{"EN":372},"Effect of under connected plates on the hydrodynamic efficiency of the floating breakwater",{"VOID":374},"10.1007\u002Fs13344-014-0028-1","VERIFIED","Auto Verify","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs13344-014-0028-1",[379,396],{"id":380,"sortIndex":21,"researcher":20,"roles":381,"affiliations":382,"properties":393},"986ac1cb-09d9-4990-ae52-d22cce7ec635",[166],[383],{"id":20,"sortIndex":21,"affiliation":384,"properties":20},{"id":385,"createTime":386,"updateTime":387,"relativeEntities":388,"slug":389,"properties":390,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"01257dd4-c078-41aa-a348-f4f5b2b9e951","2023-12-14T03:58:50.007+00:00","2025-06-11T14:37:04.177+00:00",[],"Water-and-Water-Structure-Engineering-Department-Faculty-of-Engineering-Zagazig-University-Zagazig-Egypt",{"title":391},{"VI":392},"Water and Water Structure Engineering Department, Faculty of Engineering, Zagazig University, Zagazig, Egypt",{"title":394},{"VI":395},"A. S. Koraim",{"id":397,"sortIndex":139,"researcher":20,"roles":398,"affiliations":399,"properties":408},"6f9b7baf-bf87-4051-a68f-ea44fb27cbfc",[166],[400],{"id":20,"sortIndex":21,"affiliation":401,"properties":20},{"id":402,"createTime":403,"updateTime":403,"relativeEntities":404,"slug":20,"properties":405,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"4a469fb8-5d34-4b30-93eb-1e39be053ff5","2023-12-24T04:50:15.114+00:00",[],{"title":406},{"VI":407},"Irrigation and Hydraulics Department, Faculty of Engineering, El-Mansoura University, El-Mansoura, Egypt",{"title":409},{"VI":410},"O. S. Rageh",{"url":377,"publisher":412,"properties":440},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":413,"slug":10,"properties":414,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":418,"manageAffiliations":419,"indexDatabases":420,"url":134,"thumbnailPath":20,"statistic":435,"gsStatistic":20,"type":142,"analyzePriority":20},[],{"issn":415,"eissn":416,"title":417},{"VOID":13},{"VOID":15},{"EN":17},[],[],[421,428],{"id":115,"indexDatabase":422,"url":130,"indexYears":20,"academicFieldIds":427,"indexDatabaseRanking":20},{"id":117,"createTime":118,"updateTime":119,"relativeEntities":423,"label":424,"description":425,"key":126,"publicationTags":426,"standard":20},[],{"EN":122,"VI":122},{"VI":124,"EN":125},[128,129],[132,133],{"id":93,"indexDatabase":429,"url":106,"indexYears":107,"academicFieldIds":434,"indexDatabaseRanking":113},{"id":95,"createTime":96,"updateTime":97,"relativeEntities":430,"label":431,"description":432,"key":103,"publicationTags":433,"standard":20},[],{"EN":100,"VI":100},{"EN":100,"VI":102},[105],[109,110,111,112],{"impactFactor":21,"impactFactorByYear":436,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":137,"totalPublicationByYear":437,"totalCitation":21,"totalCitationByYear":438,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":439,"hindexLast5Year":21,"hindex":21},{},{"2015":88,"2018":88,"2020":139,"2022":88,"2023":139},{},{},{"volume":441,"pages":443},{"VOID":442},"28",{"VOID":444},"349-362","2014-06-10",2014,{"id":448,"createTime":449,"updateTime":450,"relativeEntities":451,"slug":452,"properties":453,"entityType":160,"verifyStatus":375,"verifyTime":462,"verifyNote":376,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":463,"fullTextUrl":20,"authors":464,"publicationType":322,"publisherRelationship":504,"citationCount":20,"citationInfo":20,"publishDate":538,"publishYear":539,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":359},"e87cce86-db92-40ca-ab12-ecbe45c96420","2023-12-21T06:34:36.700+00:00","2025-02-09T23:56:55.179+00:00",[],"Penetration-Depth-of-Torpedo-Anchor-in-Two-Layered-Cohesive-Soil-Bed-by-Free-Fall",{"references":454,"abstract":456,"title":458,"doi":460},{"VOID":455},"Audibert, J.M.E., Movant, M.N., Jeong-Yun, W. and Gilbert, R.B., 2006. Torpedo piles: Laboratory and field research, Proceedings of the 16th International Offshore and Polar Engineering Conference, ISOPE, San Francisco, California, USA.\nColliat, J.L., Dendani, H., Puech, A. and Nauroy, J.F., 2011. Gulf of Guinea deepwater sediments: Geotechnical properties, design issues and installation experiences, Proceedings of International Symposium on Frontiers in Offshore Geotechnics, ISFOG, Perth, Australia.\nHossain, M.S., Kim, Y.H. and Gaudin, C, 2014a. Experimental investigation of installation and pullout of dynamically penetrating anchors in clay and silt, Journal of Geotechnical and Geoenvironmental Engineering, 140(7), 04014026.\nHossain, M.S., O’Loughlin, C.D. and Gaudin, C. 2014b. A new technique to reconstitute crust layers for model testing, Proceedings of International Conference on Physical Modelling in Geotechnics, ICPMG, Leiden, The Netherlands, pp. 325–330.\nHossain, M.S., O’Loughlin, C.D. and Kim, Y., 2015. Dynamic installation and monotonic pullout of a torpedo anchor in calcareous silt, Géotechnique, 65(2), 77–90.\nKim, Y.H., Hossain, M.S. and Lee, J.K., 2018. Dynamic Installation of a torpedo anchor in two-layered clays, Canadian Geotechnical Journal, 55(3), 446–454.\nKim, Y.H., Hossain, M.S. and Wang, D., 2015a. Effect of strain rate and strain softening on embedment depth of a torpedo anchor in clay, Ocean Engineering, 108, 704–715.\nKim, Y.H., Hossain, M.S., Wang, D. and Randolph, M.F., 2015b. Numerical investigation of dynamic installation of torpedo anchors in clay, Ocean Engineering, 108, 820–832.\nKuo, M. and Bolton, M, 2013. The nature and origin of deep ocean clay crust from the Gulf of Guinea, Géotechnique, 63(6), 500–509.\nLee, J.K., Jeong, S. and Shang, J.Q., 2016. Undrained bearing capacity of ring foundations on two-layered clays, Ocean Engineering, 119, 47–57.\nLieng, J.T., Tjelta, T.I. and Skaugset, K., 2010. Installation of two prototype deep penetrating anchors at the Gjoa Field in the North Sea, Proceedings of Offshore Technology Conference, OTC, Houston, USA.\nLunne, T., Long, M. and Uzielli, M., 2006. Characterisation and engineering properties of Troll Clay, Proceedings of the 2nd International Workshop on Characterisation and Engineering Properties of Natural Soils, Taylor and Francis Group, Singapore.\nLunne, T., Robertson, P.K. and Powell, J.J.M., 1997. Cone Penetration Testing in Geotechnical Practice, Blackie, London.\nMedeiros Jr., C.J., 2002. Low cost anchor system for flexible risers in deep waters, Proceedings of Offshore Technology Conference, OTC, Houston, USA.\nO’Beirne, C., O’Loughlin, C.D. and Gaudin, C., 2017. Assessing the penetration resistance acting on a dynamically installed anchor in normally consolidated and overconsolidated clay, Canadian Geotechnical Journal, 54(1), 1–17.\nO’Beirne, C., O’Loughlin, C.D. and Gaudin, C., 2017. A release-torest model for dynamically installed anchors, Journal of Geotechnical and Geoenvironmental Engineering, 143(9), 04017052.\nO’Loughlin, C.D., Randolph, M.F. and Richardson, M., 2004. Experimental and theoretical studies of deep penetrating anchors, Proceedings of Offshore Technology Conference, OTC, Texas, USA.\nO’Loughlin, C.D., Richardson, M.D. and Randolph, M.F., 2009. Centrifuge tests on dynamically installed anchors, Proceedings of the 28th International Conference on Ocean, Offshore and Arctic Engineering, ASME, Hawaii, USA.\nO’Loughlin, C.D., Richardson, M.D., Randolph, M.F. and Gaudin, C., 2013. Penetration of dynamically installed anchors in clay, Géotechnique, 63(11), 909–919.\nRichardson, M.D., 2008. Dynamically Installed Anchors for Floating Offshore Structures, Ph. D. Thesis, The University of Western Australia, Crawley, Australia.\nRichardson, M.D., O’Loughlin, C.D., Randolph, M.F. and Gaudin, C., 2009. Setup following installation of dynamic anchors in normally consolidated clay, Journal of Geotechnical and Geoenvironmental Engineering, 135(4), 487–496.\nSkempton, A.W. 1951. The bearing capacity of clays, Proceedings of Building Research Congress, Institution of Civil Engineers, London.\nSteiner, A., Kopf, A.J., L’Heureux, J.S., Kreiter, S., Stegmann, S., Haflidason, H. and Moerz, T., 2014. In situ dynamic piezocone penetrometer tests in natural clayey soils—a reappraisal of strain-rate corrections, Canadian Geotechnical Journal, 51(3), 272–288.\nSturm, H., Lieng, J.T. and Saygili, G., 2011. Effect of soil variability on the penetration depth of dynamically installed drop anchors, Proceedings of Offshore Technology Conference, OTC, Rio de Janeiro, Brazil.\nTerzaghi, K. and Peck, R.B., 1967. Soil Mechanics in Engineering Practice, second ed., John Wiley and Sons, London.\nTrue, D.G., 1976. Undrained Vertical Penetration into Ocean Bottom Soils, Ph. D. Thesis, University of California, Berkeley, California.\nWang, W.K., Wang, X.F. and Yu, G.L., 2016. Penetration depth of torpedo anchor in cohesive soil by free fall, Ocean Engineering, 116, 286–294.",{"EN":457},"The penetration depth of torpedo anchor in two-layered soil bed was experimentally investigated. A total of 177 experimental data were obtained in laboratory by varying the undrained shear strength of the two-layered soil and the thickness of the top soil layer. The geometric parameters of the anchor and the soil properties (the liquid limit, plastic limit, specific gravity, undrained shear strength, density, and water content) were measured. Based on the energy analysis and present test data, an empirical formula to predict the penetration depth of torpedo anchor in two-layered soil bed was proposed. The proposed formula was extensively validated by laboratory and field data of previous researchers. The results were in good agreement with those obtained for two-layered and single-layered soil bed. Finally, a sensitivity analysis on the parameters in the formula was performed.",{"EN":459},"Penetration Depth of Torpedo Anchor in Two-Layered Cohesive Soil Bed by Free Fall",{"VOID":461},"10.1007\u002Fs13344-018-0072-3","2025-02-09T23:56:55.178+00:00","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs13344-018-0072-3",[465,480,492],{"id":466,"sortIndex":88,"researcher":20,"roles":467,"affiliations":468,"properties":477},"8a1190e2-72be-42b6-90fb-ffa9e5115523",[166],[469],{"id":20,"sortIndex":21,"affiliation":470,"properties":20},{"id":471,"createTime":472,"updateTime":472,"relativeEntities":473,"slug":20,"properties":474,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"83db08fa-c334-41dc-a5d4-cc25bd8dd275","2023-12-21T06:34:36.715+00:00",[],{"title":475},{"VI":476},"SKLOE, CISSE, School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiao Tong University, Shanghai, 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C. and Fang, W. H., 2008. HydorynamicHydrodynamic coefficients of a simplified floating system of gravity cage in waves, Journal of Zhejiang University, Science A, 9(5): 654–663.",{"doi":804},"10.1631\u002Fjzus.A0720016",{"id":20,"text":806,"url":20,"identifiers":807},"Zhang, S. Y. and Liu, H. S., 2002. Hydrodynamic numerical solution to sea station cage, Journal of Fisheries of China, 26(6): 519–527.",{},{"id":20,"text":809,"url":20,"identifiers":810},"Zhao, Y. P., Li, Y. C. and Dong, G. H., 2007a. Numerical simulation of the hydrodynamic behaviour of gravity cage in waves, China Ocean Eng., 21(2): 225–239.",{},{"id":20,"text":812,"url":20,"identifiers":813},"Zhao, Y. P., Li, Y. C. and Dong, G. H., 2007b. Numerical simulation of the effects of structure ratio and mesh style on the 3D net deformation of gravity cage in current, Aquacult. Eng., 36(3): 285–301.",{"doi":814},"10.1016\u002Fj.aquaeng.2007.01.003",{"id":20,"text":816,"url":20,"identifiers":817},"Zhao, Y. P., Li, Y. C. and Dong, G. H., 2007c. A numerical study on dynamic properties of the gravity cage in combined wave-current flow, Ocean Eng., 34(17–18): 2350–2363.",{"doi":818},"10.1016\u002Fj.oceaneng.2007.05.003",{"id":20,"text":820,"url":20,"identifiers":821},"Zhao, Y. P., Li, Y. C., Dong, G. H. and Gui, F. K., 2007d. Wave theory selection in the simulation of gravity cage, Proc. 17th Int. Offshore Polar Eng. Conf., 2222–2228.",{},{"id":20,"text":823,"url":20,"identifiers":824},"Zhu, L. X., Liang, Z. L., Huang, L. Y., and Zhao, F. F., 2006. 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Ship Res., 36(1): 17–29.\nNoblesse, F., 2001. Velocity representation of free-surface flows and Fourier-Kochin representation of waves, Appl. Ocean Res., 23(1): 41–52.\nRahman, M., 1990. Three dimensional Green’s function for ship motion at forward speed, International Journal of Mathematics and Mathematical Sciences, 13(3): 579–590.\nTakagi, M., 1992. 3D Green function of oscillating body with forward speed on water of finite depth, Kansai Soc. Naval Arch. J., 217, 67–76. (in Japanese)\nWu, G. X. and Eatock Taylor, R., 1987. A Green’s function form for ship motions at forward speed, International Shipbuilding Progress, 34, 189–196.\nXu, Y. and Dong, W. C., 2011. Study on characteristics of 3-D translating-pulsating source Green function of deep-water Havelock form and its fast integration method, China Ocean Eng., 25(3): 365–380.\nYoshiyuki, I. and Kamruzzaman, M., 2008. Analysis of hydrodynamic characteristics for arbitrary multihull ships advancing in waves, J. Mar. Sci. Technol., 13(3): 231–243.\nZong, Z. and Huand, D. L., 1991. Numerical studies on potential of a 3-D pulsating source in uniform stream, Journal of Hydrodynamics, Ser. A, 6(Supp.): 55–63. (in Chinese)",{"EN":835},"A new mathematical integral representation including five integrals about the far field wave shape function of Havelock form translating-pulsating source is obtained by performing variable substitution. Constant-phase curves and propagation wave patterns are investigated by applying stationary phase analysis method to the new representation. Some findings are summarized as follows: (1) when 0\u003C τ \u003C0.25 (where τ is the Strouhal number), three types of stationary phase curves corresponding to three propagation wave patterns such as fan wave pattern, inner V and outer V wave patterns, are found in the integral representation. (2) When τ>0.25, besides three types of wave patterns such as a ring-faning wave pattern, a fan wave pattern and an inner V wave pattern, a new one called parallel wave pattern is also found which not only exists in the integrals about the ring-fan wave and fan wave, but also in the integrals whose interval is [0,γ] In addition, Characteristics about these parallel waves such as mathematical expressions, existence conditions, propagation directions and wave lengths are obtained, and cancellation relationships between these parallel waves are stated, which certificates the fact that there are no parallel waves existing in the far field.",{"EN":837},"Study on far field wave patterns and their characteristics of Havelock form green function",{"VOID":839},"10.1007\u002Fs13344-013-0025-9","http:\u002F\u002Flink.springer.com\u002F10.1007\u002Fs13344-013-0025-9",[842,857,869],{"id":843,"sortIndex":139,"researcher":20,"roles":844,"affiliations":845,"properties":854},"a8ad7931-d303-426b-98e3-6ac427225fca",[166],[846],{"id":20,"sortIndex":21,"affiliation":847,"properties":20},{"id":848,"createTime":849,"updateTime":849,"relativeEntities":850,"slug":20,"properties":851,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"1606626b-9798-49f9-a3b0-e437fd49adb8","2023-12-06T08:12:48.458+00:00",[],{"title":852},{"VI":853},"Department of Naval Architecture & Ocean Engineering, Naval University of Engineering, Wuhan, China",{"title":855},{"VI":856},"Wen-cai Dong",{"id":858,"sortIndex":88,"researcher":20,"roles":859,"affiliations":860,"properties":866},"8494e4a9-4415-4915-a3f1-05c56751c7be",[166],[861],{"id":20,"sortIndex":21,"affiliation":862,"properties":20},{"id":848,"createTime":849,"updateTime":849,"relativeEntities":863,"slug":20,"properties":864,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":865},{"VI":853},{"title":867},{"VI":868},"Wen-bin Xiao",{"id":870,"sortIndex":21,"researcher":20,"roles":871,"affiliations":872,"properties":878},"42dc423d-02e0-4372-be77-6dbb83cc1ff9",[166],[873],{"id":20,"sortIndex":21,"affiliation":874,"properties":20},{"id":848,"createTime":849,"updateTime":849,"relativeEntities":875,"slug":20,"properties":876,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":877},{"VI":853},{"title":879},{"VI":880},"Yong Xu",{"url":840,"publisher":882,"properties":910},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":883,"slug":10,"properties":884,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":888,"manageAffiliations":889,"indexDatabases":890,"url":134,"thumbnailPath":20,"statistic":905,"gsStatistic":20,"type":142,"analyzePriority":20},[],{"issn":885,"eissn":886,"title":887},{"VOID":13},{"VOID":15},{"EN":17},[],[],[891,898],{"id":115,"indexDatabase":892,"url":130,"indexYears":20,"academicFieldIds":897,"indexDatabaseRanking":20},{"id":117,"createTime":118,"updateTime":119,"relativeEntities":893,"label":894,"description":895,"key":126,"publicationTags":896,"standard":20},[],{"EN":122,"VI":122},{"VI":124,"EN":125},[128,129],[132,133],{"id":93,"indexDatabase":899,"url":106,"indexYears":107,"academicFieldIds":904,"indexDatabaseRanking":113},{"id":95,"createTime":96,"updateTime":97,"relativeEntities":900,"label":901,"description":902,"key":103,"publicationTags":903,"standard":20},[],{"EN":100,"VI":100},{"EN":100,"VI":102},[105],[109,110,111,112],{"impactFactor":21,"impactFactorByYear":906,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":137,"totalPublicationByYear":907,"totalCitation":21,"totalCitationByYear":908,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":909,"hindexLast5Year":21,"hindex":21},{},{"2015":88,"2018":88,"2020":139,"2022":88,"2023":139},{},{},{"volume":911,"pages":913},{"VOID":912},"27",{"VOID":914},"283-298","2013-06-13",2013,{"id":918,"createTime":919,"updateTime":920,"relativeEntities":921,"slug":922,"properties":923,"entityType":160,"verifyStatus":375,"verifyTime":920,"verifyNote":376,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":932,"fullTextUrl":20,"authors":933,"publicationType":322,"publisherRelationship":997,"citationCount":20,"citationInfo":20,"publishDate":1031,"publishYear":1032,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":359},"56645876-fce7-4d17-b1a4-7e9c8a840632","2024-02-17T16:16:17.754+00:00","2025-02-20T23:43:31.192+00:00",[],"Model-of-shipping-noise-in-the-deep-water-Directional-density-and-spatial-coherence-functions",{"references":924,"abstract":926,"title":928,"doi":930},{"VOID":925},"Buckingham, M. J., 2013. Theory of the directionality and spatial coherence of wind-driven ambient noise in a deep ocean with attenuation, J. Acoust. Soc. Am., 134(2): 950–958.\nCarey, W. M., Evans, R. B., Davis, J. A. and Botseas, G., 1990. Deep-ocean vertical noise directionality, IEEE J. Oceanic Eng., 15(4): 324–334.\nCarey, W. M. and Evans, R. B., 2011. Ocean Ambient Noise Measurement and Theory, Springer-Verlag New York Press, New York.\nCron, B. F. and Sherman, C. H., 1962. Spatial-correlation function for various noise models, J. Acoust. Soc. Am., 34(11): 1732–1736.\nCron, B. F. and Sherman, C. H., 1965. Spatial-correlation function for various noise models, J. Acoust. Soc. Am., 38, 885.\nCox, H., 1973. Spatial correlation in arbitrary noise field with application to ambient sea noise, J. Acoust. Soc. Am., 54(5): 1289–1301.\nDuan, R., Yang, K., Ma, Y., Yang, Q. and Li, H., 2014a. Moving source localization with a single hydrophone using multipath time delays in the deep ocean, J. Acoust. Soc. Am., 136(2): 159–165.\nDuan, R., Yang, K. and Ma, Y., 2014b. Narrowband source localization in the deep ocean using a near-surface array, Acoust. Aust., 42(1): 36–42.\nEvans, M., Hastings, N. and Peacock, B., 2000. Statistical Distributions, 3rd edition, Wiley, New York.\nHarrison, C. H., 1997. Formulas for ambient noise level and coherence, J. Acoust. Soc. Am., 99(4): 2055–2066.\nKuperman, W. A. and Ingenito, F., 1980. Spatial correlation of surface generated noise in a stratified ocean, J. Acoust. Soc. Am., 67(6): 1988–1996.\nLiggett, W. S. and Jacobson, M. J., 1966. Noise covariance and vertical directivity in a deep ocean, J. Acoust. Soc. Am., 39(2): 280–288.\nMunk, W. H., 1974. Sound channel in an exponentially stratified ocean with applications to SOFAR, J. Acoust. Soc. Am., 55(2): 220–226.\nPorter, M., 1991. The KRAKEN Normal Mode Program, SACLANT Undersea Res. Ctr., Memo. SM–245.\nWalker, S. C. and Buckingham, M. J., 2012. Spatial coherence and cross correlation of three-dimensional ambient noise fields in the ocean, J. Acoust. Soc. Am., 131(2): 1079–1086.\nWagstaff, R. A., 1981. Low-frequency ambient noise in the deep sound channel–the missing component, J. Acoust. Soc. Am., 69(4): 1009–1014.\nXiao, P. and Yang, K., 2015. Experimental results for peak pressure and sound exposure level in deep-sea explosions, Acoust. Aust., 43(2): 175–178.",{"EN":927},"The shipping noise properties in the deep ocean are studied. Shipping noise exhibits the strong dual-horned directionality features in the flat-seabed ocean, and its directional density can be modeled by a Von Mises distribution. With the explicit expression for the directional density function, the spatial coherence functions of shipping noise are also derived, and the relative features are studied. The research result shows that the properties of shipping noise are different from the ambient noise of other sources, and it can be used for the sonar array design. The model is well matched with the experimental result, and it can be extended to the situations when the ambient noise exhibits the dual-horned structure.",{"EN":929},"Model of shipping noise in the deep water: Directional density and spatial coherence functions",{"VOID":931},"10.1007\u002Fs13344-016-0037-3","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs13344-016-0037-3",[934,959,978],{"id":935,"sortIndex":139,"researcher":20,"roles":936,"affiliations":937,"properties":956},"88d55eb3-7c2e-43f2-85c7-0723a180e388",[166],[938,946],{"id":20,"sortIndex":21,"affiliation":939,"properties":20},{"id":940,"createTime":941,"updateTime":941,"relativeEntities":942,"slug":20,"properties":943,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"59e86062-1b54-4ff9-9d42-f5c2dbc50455","2023-12-13T01:48:18.742+00:00",[],{"title":944},{"VI":945},"Key Laboratory of Ocean Acoustics and Sensing (Northwestern Polytechnical University), Ministry of Industry and Information Technology, Xi’an, China",{"id":947,"sortIndex":139,"affiliation":948,"properties":955},"20a818fb-0c6a-4815-9554-a7a179c697c4",{"id":949,"createTime":950,"updateTime":950,"relativeEntities":951,"slug":20,"properties":952,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"6fab3b68-1ead-4a30-8116-d9b5cd98b390","2024-02-17T16:16:17.797+00:00",[],{"title":953},{"VI":954},"School of Marine science and technology, Northwestern Polytechnical University, Ministry of Industry and Information Technology, Xi’an, China",{},{"title":957},{"VI":958},"Kun-de Yang",{"id":960,"sortIndex":88,"researcher":20,"roles":961,"affiliations":962,"properties":975},"082e9e2b-f750-4b24-bf6e-58946c664c41",[166],[963,970],{"id":964,"sortIndex":139,"affiliation":965,"properties":969},"999d966f-ad99-4e65-93bf-e92277bbdc94",{"id":949,"createTime":950,"updateTime":950,"relativeEntities":966,"slug":20,"properties":967,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":968},{"VI":954},{},{"id":20,"sortIndex":21,"affiliation":971,"properties":20},{"id":940,"createTime":941,"updateTime":941,"relativeEntities":972,"slug":20,"properties":973,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":974},{"VI":945},{"title":976},{"VI":977},"Bo Lei",{"id":979,"sortIndex":21,"researcher":20,"roles":980,"affiliations":981,"properties":994},"211c54b7-21f9-4e1b-bc91-745023720285",[166],[982,989],{"id":983,"sortIndex":139,"affiliation":984,"properties":988},"ae856f4b-7053-41d5-b5ae-c500343c987a",{"id":949,"createTime":950,"updateTime":950,"relativeEntities":985,"slug":20,"properties":986,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":987},{"VI":954},{},{"id":20,"sortIndex":21,"affiliation":990,"properties":20},{"id":940,"createTime":941,"updateTime":941,"relativeEntities":991,"slug":20,"properties":992,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":993},{"VI":945},{"title":995},{"VI":996},"Peng Xiao",{"url":932,"publisher":998,"properties":1026},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":999,"slug":10,"properties":1000,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1004,"manageAffiliations":1005,"indexDatabases":1006,"url":134,"thumbnailPath":20,"statistic":1021,"gsStatistic":20,"type":142,"analyzePriority":20},[],{"issn":1001,"eissn":1002,"title":1003},{"VOID":13},{"VOID":15},{"EN":17},[],[],[1007,1014],{"id":115,"indexDatabase":1008,"url":130,"indexYears":20,"academicFieldIds":1013,"indexDatabaseRanking":20},{"id":117,"createTime":118,"updateTime":119,"relativeEntities":1009,"label":1010,"description":1011,"key":126,"publicationTags":1012,"standard":20},[],{"EN":122,"VI":122},{"VI":124,"EN":125},[128,129],[132,133],{"id":93,"indexDatabase":1015,"url":106,"indexYears":107,"academicFieldIds":1020,"indexDatabaseRanking":113},{"id":95,"createTime":96,"updateTime":97,"relativeEntities":1016,"label":1017,"description":1018,"key":103,"publicationTags":1019,"standard":20},[],{"EN":100,"VI":100},{"EN":100,"VI":102},[105],[109,110,111,112],{"impactFactor":21,"impactFactorByYear":1022,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":137,"totalPublicationByYear":1023,"totalCitation":21,"totalCitationByYear":1024,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1025,"hindexLast5Year":21,"hindex":21},{},{"2015":88,"2018":88,"2020":139,"2022":88,"2023":139},{},{},{"volume":1027,"pages":1029},{"VOID":1028},"30",{"VOID":1030},"591-601","2016-08-13",2016,{"id":1034,"createTime":1035,"updateTime":1036,"relativeEntities":1037,"slug":1038,"properties":1039,"entityType":160,"verifyStatus":375,"verifyTime":1036,"verifyNote":376,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":139,"primaryUrl":1048,"fullTextUrl":20,"authors":1049,"publicationType":322,"publisherRelationship":1093,"citationCount":20,"citationInfo":20,"publishDate":1127,"publishYear":1128,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":359},"0240e97d-8d5a-47f3-acc5-a999b2522a71","2024-01-13T22:31:11.542+00:00","2025-02-12T23:41:25.624+00:00",[],"Coupling-Effects-of-A-Deep-Water-Drilling-Riser-and-the-Platform-and-the-Discharging-Fluid-Column-in-An-Emergency-Disconnect-Scenario",{"references":1040,"abstract":1042,"title":1044,"doi":1046},{"VOID":1041},"Brekke, J.N., 2001. Key elements in ultra-deep water drilling riser management, SPE\u002FIADC Drilling Conference, Amsterdam, The Netherlands.\nCai, B.P., Liu, Y.H., Liu, Z.K., Tian, X.J., Zhang, Y.Z. and Ji, R.J., 2013. Application of Bayesian networks in quantitative risk assessment of subsea blowout preventer operations, Risk Analysis, 33(7), 1293–1311.\nCapeto, J., Stahl, M., Bhalla, K. and Kluk, D., 2017. Challenges of drilling operations in extreme deepwater, Offshore Technology Conference, Offshore Technology Conference, Rio de Janeiro, Brazil.\nChang, Y.J., Chen, G.M., Wu, X.F., Ye, J.H., Chen, B. and Xu, L.B., 2018. Failure probability analysis for emergency disconnect of deepwater drilling riser using Bayesian network, Journal of Loss Prevention in the Process Industries, 51, 42–53.\nDupal, K., Curtiss, J.P., van Noort, R.H., Mack, C. and Greer, S., 2018. LMRP disconnect in deepwater, harsh environment conditions, IADC\u002FSPE Drilling Conference and Exhibition, Society of Petroleum Engineers, Fort Worth, Texas, USA.\nGobat, J.I. and Grosenbaugh, M.A., 2006. Time-domain numerical simulation of ocean cable structures, Ocean Engineering, 33(10), 1373–1400.\nGrønevik, A., 2013. Simulation of Drilling Riser Disconnection-Recoil Analysis, MSc. Thesis, Norwegian University of Science and Technology, Trondheim, Norway.\nGrytøyr, G., Sharma, P. and Vishnubotla, S., 2011. Marine drilling riser disconnect and recoil analysis, The 2011AADE National Technical Conference and Exhibition, Houston, Texas.\nISO, 2009. Petroleum and Natural Gas Industries-Drilling and Production Equipment-Part 2: Deepwater Drilling Riser Methodologies, Operations, and Integrity Technical Report, ISO\u002FTR 13624-2: 2009, International Organization for Standardization, Geneva.\nKuiper, G.L., Brugmans, J. and Metrikine, A.V., 2008. Destabilization of deep-water risers by a heaving platform, Journal of Sound and Vibration, 310(3), 541–557.\nLang, D.W., Real, J. and Lane, M., 2009. Recent developments in drilling riser disconnect and recoil analysis for deepwater applications, Proceedings of the 28th International Conference on Ocean, Offshore and Arctic Engineering, Hawaii, USA. pp. 305–318.\nLi, C.W., Fan, H.H., Wang, Z.M., Ji, R.Y., Ren, W.Y. and Feng, X., 2016. Two methods for simulating mud discharge after emergency disconnection of a drilling riser, Journal of Natural Gas Science and Engineering, 28, 142–152.\nMa, P., Pyke, J., Vankadari, A. and Whooley, A., 2013. Ensuring safe riser emergency disconnect in harsh environments: Experience and design requirement, Proceedings of the 12th International Offshore and Polar Engineering Conference, International Society of Offshore and Polar Engineers, Alaska, USA., pp. 321–327.\nMeng, S., Che, CD. and Zhang, W.J., 2018. Discharging flow effect on the recoil response of a deep-water drilling riser after an emergency disconnect, Ocean Engineering, 151, 199–205.\nMiller, J.E. and Young, R.D., 1985. Influence of mud column dynamics on top tension of suspended deepwater drilling risers, Offshore Technology Conference, Offshore Technology Conference, Houston, USA.\nOkret, D.A., 2016. Investigation of the Fatigue Behavior of Well Systems, MSc. Thesis, Delft University of Technology, Delft.\nPaïdoussis, M.P., 2014. Fluid-Structure Interactions, Slender Structures and Axial Flow, Vol. 1, 2nd edition, Academic Press, California, USA.\nPestana, R.G., Roveri, F.E., Franciss, R. and Ellwanger, G.B., 2016. Marine riser emergency disconnection analysis using scalar elements for tensioner modelling, Applied Ocean Research, 59, 83–92.\nStahl, M.J. and Hock, C.J., 2000. Design of a riser recoil control system and validation through full-scale testing, SPE Annual Technical Conference and Exhibition, Society of Petroleum Engineers, Dallas, Texas.\nStahl, M.J., Wishahy, M.W. and Brekke, J.N., 2004. Riser recoil analysis at a harsh environment, deepwater site, Proceedings of the 23rd International Conference on Offshore Mechanics and Arctic Engineering, British Columbia, Canada.",{"EN":1043},"As drilling operations move into remote locations and extreme water depths, recoil analysis requires more careful considerations and the incidence of emergency disconnect is increased inevitably. To accurately capture the recoil dynamics of a deep-water riser in an emergency disconnect scenario, researchers typically focus on modelling the influential subsystems (e.g., the tensioner, the mud discharge and seawater refilling process) which can be solved in the preprocessing, and then the determined parameters are transmitted into an existing global riser analysis software. Distinctively, the current study devotes efforts into the coupling effects resulting from that the suspended riser reacts the platform heave motion via the tensioner system in the course of recoil and the discharging fluid column follows the oscillation of the riser in the mud discharge process. Four simulation models are established based on lumped mass method employing different formulas for the top boundary condition of the riser and the discharging flow acceleration. It demonstrates that the coupling effects discussed above can significantly affect the recoil behavior during the transition phase from initial disconnect to the final hang-off state. It is recommended to develop a fully-coupled integrated model for recoil analysis and anti-recoil control system design before extreme deep-water applications.",{"EN":1045},"Coupling Effects of A Deep-Water Drilling Riser and the Platform and the Discharging Fluid Column in An Emergency Disconnect Scenario",{"VOID":1047},"10.1007\u002Fs13344-020-0003-y","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs13344-020-0003-y",[1050,1066,1081],{"id":1051,"sortIndex":139,"researcher":20,"roles":1052,"affiliations":1053,"properties":1063},"59e3d38a-72ef-4ad5-a36e-4d84b11acf30",[166],[1054],{"id":20,"sortIndex":21,"affiliation":1055,"properties":20},{"id":1056,"createTime":1057,"updateTime":1057,"relativeEntities":1058,"slug":1059,"properties":1060,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"23d0b0e5-79cb-43aa-b259-036b7cf8c519","2023-11-25T03:57:12.842+00:00",[],"Shanghai-Marine-Diesel-Engine-Research-Institute-Shanghai-China",{"title":1061},{"VI":1062},"Shanghai Marine Diesel Engine Research Institute, Shanghai, China",{"title":1064},{"VI":1065},"Yong 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Three dimensional baroclinic numerical model for simulating fresh and salt water mixing in the Yangtze Estuary, China Ocean Eng., 16(2): 227–238.",{},{"id":1672,"createTime":1673,"updateTime":1674,"relativeEntities":1675,"slug":1676,"properties":1677,"entityType":160,"verifyStatus":375,"verifyTime":1674,"verifyNote":376,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"primaryUrl":1686,"fullTextUrl":20,"authors":1687,"publicationType":322,"publisherRelationship":1732,"citationCount":20,"citationInfo":20,"publishDate":357,"publishYear":358,"citationAnalyzeStatus":19,"lastCitationAnalyze":20,"indexDatabases":20,"openAccess":20,"references":20,"isForceReanalyzing":359},"26224f67-1531-4c3c-a35b-c110b67ea035","2024-01-05T14:07:26.683+00:00","2025-01-27T23:36:32.622+00:00",[],"Torsional-Response-Analysis-of-Flexible-Pipe-Based-on-Theory-and-Finite-Element-Method",{"references":1678,"abstract":1680,"title":1682,"doi":1684},{"VOID":1679},"API, 2014a. 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(in Chinese)",{"EN":1681},"As key components connecting offshore floating production platforms and subsea imports, offshore flexible pipes play significant roles in oil, natural gas, and water injection. It is found that torsional failure is one of the failure modes of flexible pipes during transportation and laying. In this paper, a theoretical model (TM) of a flexible pipe section mechanics is established, in which the carcass layer and the pressure armor layer are equivalent to the orthogonal anisotropic layers due to its complex cross-section structure. The calculation results of the TM are consistent with those of a finite element model (FEM), which can accurately describe the torsional response of the flexible pipe. Subsequently, the TM and FEM are used to discuss the influence of boundary conditions on the torsional response. The structure of the flexible pipe is stable when twisted counterclockwise. However, limiting the top axial displacement can improve the axial and radial instability of the tensile armor layer when twisted clockwise. Finally, it is recommended that the flexible pipe can be kept under top fixation during service or installation to avoid torsional failure.",{"EN":1683},"Torsional Response Analysis of Flexible Pipe Based on Theory and Finite Element Method",{"VOID":1685},"10.1007\u002Fs13344-023-0017-3","https:\u002F\u002Flink.springer.com\u002Farticle\u002F10.1007\u002Fs13344-023-0017-3",[1688,1713],{"id":1689,"sortIndex":21,"researcher":20,"roles":1690,"affiliations":1691,"properties":1710},"205c937f-cf91-4dad-be46-88c81c050398",[166],[1692,1702],{"id":1693,"sortIndex":139,"affiliation":1694,"properties":1701},"df4b98db-6601-4090-be77-63ded3514661",{"id":1695,"createTime":1696,"updateTime":1696,"relativeEntities":1697,"slug":20,"properties":1698,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"12f60258-f7f5-4a32-a288-447e55fe2226","2024-01-05T14:07:26.737+00:00",[],{"title":1699},{"VI":1700},"Oil and Gas Equipment Technology Sharing and Service Platform of Sichuan Province, Chengdu, China",{},{"id":20,"sortIndex":21,"affiliation":1703,"properties":20},{"id":1704,"createTime":1705,"updateTime":1705,"relativeEntities":1706,"slug":20,"properties":1707,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},"87f01ce0-8ae4-4be3-82b8-155244495db2","2023-12-12T17:12:44.556+00:00",[],{"title":1708},{"VI":1709},"School of Mechanical Engineering, Southwest Petroleum University, Chengdu, China",{"title":1711},{"VI":1712},"Qing-long Lei",{"id":1714,"sortIndex":139,"researcher":20,"roles":1715,"affiliations":1716,"properties":1729},"08bc99ed-ad2e-4058-8a84-2fed86d85cf8",[166],[1717,1722],{"id":20,"sortIndex":21,"affiliation":1718,"properties":20},{"id":1704,"createTime":1705,"updateTime":1705,"relativeEntities":1719,"slug":20,"properties":1720,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":1721},{"VI":1709},{"id":1723,"sortIndex":139,"affiliation":1724,"properties":1728},"79fd2457-8875-4ca4-a94a-a091c902be62",{"id":1695,"createTime":1696,"updateTime":1696,"relativeEntities":1725,"slug":20,"properties":1726,"entityType":65,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21},[],{"title":1727},{"VI":1700},{},{"title":1730},{"VI":1731},"Xiao-hua Zhu",{"url":1686,"publisher":1733,"properties":1761},{"id":6,"createTime":7,"updateTime":8,"relativeEntities":1734,"slug":10,"properties":1735,"entityType":18,"verifyStatus":19,"verifyTime":20,"verifyNote":20,"syncStatus":19,"languages":20,"translateLanguages":20,"viewCount":21,"subjectFields":1739,"manageAffiliations":1740,"indexDatabases":1741,"url":134,"thumbnailPath":20,"statistic":1756,"gsStatistic":20,"type":142,"analyzePriority":20},[],{"issn":1736,"eissn":1737,"title":1738},{"VOID":13},{"VOID":15},{"EN":17},[],[],[1742,1749],{"id":115,"indexDatabase":1743,"url":130,"indexYears":20,"academicFieldIds":1748,"indexDatabaseRanking":20},{"id":117,"createTime":118,"updateTime":119,"relativeEntities":1744,"label":1745,"description":1746,"key":126,"publicationTags":1747,"standard":20},[],{"EN":122,"VI":122},{"VI":124,"EN":125},[128,129],[132,133],{"id":93,"indexDatabase":1750,"url":106,"indexYears":107,"academicFieldIds":1755,"indexDatabaseRanking":113},{"id":95,"createTime":96,"updateTime":97,"relativeEntities":1751,"label":1752,"description":1753,"key":103,"publicationTags":1754,"standard":20},[],{"EN":100,"VI":100},{"EN":100,"VI":102},[105],[109,110,111,112],{"impactFactor":21,"impactFactorByYear":1757,"i10Index":21,"i10IndexLast5Year":21,"totalPublication":137,"totalPublicationByYear":1758,"totalCitation":21,"totalCitationByYear":1759,"totalCitationPerPublication":21,"totalCitationPerPublicationByYear":1760,"hindexLast5Year":21,"hindex":21},{},{"2015":88,"2018":88,"2020":139,"2022":88,"2023":139},{},{},{"volume":1762,"pages":1763},{"VOID":354},{"VOID":1764},"190-203"]