Academic literature on the topic 'Rip currents'

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Journal articles on the topic "Rip currents"

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Dalrymple, Robert A., Jamie H. MacMahan, Ad J. H. M. Reniers, and Varjola Nelko. "Rip Currents." Annual Review of Fluid Mechanics 43, no. 1 (January 21, 2011): 551–81. http://dx.doi.org/10.1146/annurev-fluid-122109-160733.

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Choi, Junwoo, Sung-Bum Yoon, Jimin Ko, and Tae-Soon Kang. "PERFORMANCES OF THE RIP CURRENT WARNING SYSTEM AT THE HAEUNDAE COAST OF SOUTH KOREA." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 20. http://dx.doi.org/10.9753/icce.v36.currents.20.

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Haeundae is one of the most beautiful beaches in Korea, and is also notorious for frequent and strong rip currents. Every recent year in this beach, hundreds of swimmers rescued from rip currents have been reported. The large-scale Haeundae rip current is known to be a kind of transient rip currents which is hardly predicted. The successive ends of wave-crest pattern (i.e., honeycomb wave-crest pattern(Dalrymple et al., 2011)), which generate rip current, are mainly formed by two-directional wave trains due to the refraction of incident swells over submerged shoals and ridges of the Haeundae coast. Many people are caught by the rip current in the relatively calm sea and weather conditions. The incident waves generating rip currents are nearly monochromatic with the wave period of 7-13 seconds. These swells are supposed to be generated by distant typhoons formed in the Philippine Sea. Some of them might propagate with dispersion and dissipation during the travel toward the south coast of the Korean Peninsula, especially to the Haeundae coast. In order to protect the swimmers from the rip current accidents, Choi et al. (2014) proposed a method for a rip current warning system, and Korea Hydrographic and Oceanographic Administration (KHOA) has established and operated the rip current warning system to the Haeundae beach. The rip current warning system estimates the rip current risk level based on the real-time incident wave conditions measured near the beach and the database pre-calculated by a numerical model according to various wave and tide conditions and the topography of the Haeundae coast. The Boussinesq wave model, FUNWAVE (Wei et al., 1999; Choi et al., 2015) was utilized for resolving the ends of the wave crests. This study showed the performance of the forecast and warning system of the rip current at the Haeundae coast of South Korea.
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Winter, Gundula, Ap Van Dongeren, Matthieu De Schipper, and Jaap Van Thiel de Vries. "A FIELD AND NUMERICAL STUDY INTO RIP CURRENTS IN WIND-SEA DOMINATED ENVIRONMENTS." Coastal Engineering Proceedings 1, no. 33 (October 25, 2012): 36. http://dx.doi.org/10.9753/icce.v33.currents.36.

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Rip currents are wave-induced and off-shore directed flows which occur frequently in the surf zone and can pose a serious threat to swimmers. While the behaviour of rip currents has been studied in swell-dominated environments, less is known about their characteristics in wind-sea dominated environments. This study aims to improve the knowledge on rip currents in these environments such as the Dutch coast. In a field campaign at Egmond aan Zee (The Netherlands), Lagrangian velocities in the surf zone were measured with drifter floats. An extensive dataset of rip current measurements was collected from which parameters that initiate rip currents and affect their mean flow properties were identified. Numerical simulations with XBeach aided to understand and confirm the observations made in the field. A reduction of the hydrodynamic parameters along with simplification of the bathymetry in the model allowed for identification of the governing rip current parameters, which can be the basis for a warning system.
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Pitman, Sebastian J., Katie Thompson, Deirdre E. Hart, Kevin Moran, Shari L. Gallop, Robert W. Brander, and Adam Wooler. "Beachgoers' ability to identify rip currents at a beach in situ." Natural Hazards and Earth System Sciences 21, no. 1 (January 14, 2021): 115–28. http://dx.doi.org/10.5194/nhess-21-115-2021.

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Abstract. Rip currents (“rips”) are the leading cause of drowning on surf beaches worldwide. A major contributing factor is that many beachgoers are unable to identify rip currents. Previous research has attempted to quantify beachgoers' rip identification ability using photographs of rip currents without identifying whether this usefully translates into an ability to identify a rip current in situ at the beach. This study is the first to compare beachgoers ability to identify rip currents in photographs and in situ at a beach in New Zealand (Muriwai Beach) where a channel rip current was present. Only 22 % of respondents were able to identify the in situ rip current. The highest rates of success were for males (33 %), New Zealand residents (25 %), and local beach users (29 %). Of all respondents who were successful at identifying the rip current in situ, 62 % were active surfers/bodyboarders, and 28 % were active beach swimmers. Of the respondents who were able to identify a rip current in two photographs, only 34 % were able to translate this into a successful in situ rip identification, which suggests that the ability to identify rip currents by beachgoers is worse than reported by previous studies involving photographs. This study highlights the difficulty of successfully identifying a rip current in reality and that photographs are not necessarily a useful means of teaching individuals to identify rip currents. It advocates for the use of more immersive and realistic education strategies, such as the use of virtual reality headsets showing moving imagery (videos) of rip currents in order to improve rip identification ability.
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Choi, Junwoo, Min Roh, and Hyung-sik Hwang. "LABORATORY MODEL TEST OF TRANSIENT RIP CURRENTS DUE TO PSEUDO HONEYCOMB PATTERN WAVES." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 19. http://dx.doi.org/10.9753/icce.v36.currents.19.

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The Haeundae coast of South Korea is famous for its beautiful beach, but the rip current, from which the beach-guards rescue more than 100 people every summer at the beach, is now a notorious phenomenon. The large-scale Haeundae rip current is known to be a transient rip current caused by multi-directional wave trains rather than the topography-induced rip current, for example, due to a gap of sandbar. In other words, the rip current seems develop along the cross-shore nodal line area in the honeycomb wave-crest pattern (Dalrymple et al., 2011) which are generated in a shallow water when two wave trains propagate with slightly different wave directions (i.e., interference pattern). The wave pattern is formed by the refraction of incident swells over submerged shoals and ridges of the Haeundae coast. The Haeundae rip current is an example explained by the vortex generation due to the ends of wave crests in Peregrine(1998), which is known of the basic generation mechanism of rip currents(Johnson and Pattiaratchi, 2006; Clark et al., 2012; Feddersen, 2014). To understand the generation mechanism and verify the numerical model results of the Haeundae rip current, the laboratory experiment was planned. This study showed the preliminary laboratory observations which include the pseudo honeycomb pattern of incident waves and its resultant rip current.
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Marshall, David P., Bendix Vogel, and Xiaoming Zhai. "Rossby rip currents." Geophysical Research Letters 40, no. 16 (August 20, 2013): 4333–37. http://dx.doi.org/10.1002/grl.50842.

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Ruju, Andrea, Pablo Higuera, Javier L. Lara, Inigo J. Losada, and Giovanni Coco. "RIP CURRENTS ON A BARRED BEACH." Coastal Engineering Proceedings 1, no. 33 (December 14, 2012): 38. http://dx.doi.org/10.9753/icce.v33.currents.38.

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This work presents the numerical study of rip current circulation on a barred beach. The numerical simulations have been carried out with the IH-FOAM model which is based on the three dimensional Reynolds Averaged Navier-Stokes equations. The new boundary conditions implemented in IH-FOAM have been used, including three dimensional wave generation as well as active wave absorption at the boundary. Applying the specific wave generation boundary conditions, the model is validated to simulate rip circulation on a barred beach. Moreover, this study addresses the identification of the forcing mechanisms and the three dimensional structure of the mean flow.
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Drozdzewski, D., W. Shaw, D. Dominey-Howes, R. Brander, T. Walton, A. Gero, S. Sherker, J. Goff, and B. Edwick. "Surveying rip current survivors: preliminary insights into the experiences of being caught in rip currents." Natural Hazards and Earth System Sciences 12, no. 4 (April 26, 2012): 1201–11. http://dx.doi.org/10.5194/nhess-12-1201-2012.

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Abstract. This paper begins a process of addressing a significant gap in knowledge about people's responses to being caught in rip currents. While rip currents are the primary hazard facing recreational ocean swimmers in Australia, debate exists about the best advice to give swimmers caught in rip currents. Such surf rescue advice – on what to do and how to respond when caught in a rip – relies on empirical evidence. However, at present, knowledge about swimmers reactions and responses to rip currents is limited. This gap is a considerable barrier to providing effective advice to beach goers and to understanding how this advice is utilised (or not) when actually caught in the rip current. This paper reports the findings of a pilot study that focussed on garnering a better understanding of swimmers' experiences when caught in rip currents. A large scale questionnaire survey instrument generated data about rip current survivors' demographics, knowledge of beach safety and their reactions and responses when caught in a rip current. A mix of online and paper surveys produced a total of 671 completed surveys. Respondents were predominantly an informed group in terms of rip current knowledge, beach experience and had a high self-rated swimming ability. Preliminary insights from the survey show that most respondents recalled a "swim across the rip/parallel to the beach" message when caught in the rip and most escaped unassisted by acting on this message. However, while nearly a quarter of respondents recalled a message of "not to panic", short answer responses revealed that the onset of panic inhibited some respondents from recalling or enacting any other type of beach safety message when caught in the rip current. Results also showed that despite the research sample being younger, competent and frequent ocean swimmers, they were more likely to swim at unpatrolled beaches and outside of the red and yellow safety flags. Moreover, they were still caught in a rip current and they panicked. The findings of this study have significant implications for a range of demographic groups of differing beach safety knowledge and swimming ability who may be caught in rip currents behave, we know very little about how beach goers may respond to being caught in them.
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Jalali Farahani, Rozita, Robert A. Dalrymple, Alexis Hérault, and Giuseppe Bilotta. "SPH MODELING OF MEAN VELOCITY CIRCULATION IN A RIP CURRENT SYSTEM." Coastal Engineering Proceedings 1, no. 33 (December 14, 2012): 37. http://dx.doi.org/10.9753/icce.v33.currents.37.

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A Lagrangian numerical model called Smoothed Particle Hydrodynamics is used to analyze rip current system generated by a single bar and a rip channel. The pattern of the wave-induced circulation cell over the bar, the oppositely-rotating circulation cell on-shore and a strong seaward-directed current in the rip channel is modeled numerically. The mean horizontal variations of rip current system as well as three-dimensional circulations are studied. The results in three-dimensional space reveal the wave-current interaction and flow patterns in different parts of rip channel, bar, and the trough located near shore. For comparison to experimental data, Eulerian nodes are introduced to the numerical model and SPH interpolation over neighboring Lagrangian particles is implemented to find fluid parameters at those specific nodes. This methodology leads to a better understanding of depth-integrated flows and a more accurate comparison of numerical results with experimental results. Model predictions are compared to laboratory measurements of Drønen et al. (2002) and show good agreement, including mean velocity profiles, mean surface elevation and three-dimensional velocity components.
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HALLER, MERRICK C., and R. A. DALRYMPLE. "Rip current instabilities." Journal of Fluid Mechanics 433 (April 25, 2001): 161–92. http://dx.doi.org/10.1017/s0022112000003414.

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A laboratory experiment involving rip currents generated on a barred beach with periodic rip channels indicates that rip currents contain energetic low-frequency oscillations in the presence of steady wave forcing. An analytic model for the time-averaged flow in a rip current is presented and its linear stability characteristics are investigated to evaluate whether the rip current oscillations can be explained by a jet instability mechanism. The instability model considers spatially growing disturbances in an offshore directed, shallow water jet. The effects of variable cross-shore bathymetry, non-parallel flow, turbulent mixing, and bottom friction are included in the model. Model results show that rip currents are highly unstable and the linear stability model can predict the scales of the observed unsteady motions.
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Dissertations / Theses on the topic "Rip currents"

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Sapp, Brian Keith. "Observations of Laboratory Rip Currents." Thesis, Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/10453.

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Laboratory experiments of rip current systems are performed in a wave basin with a bar and rip channel geometry at the Ocean Engineering Laboratory at the University of Delaware. The experiments include both in situ water level and velocity measurements and optical visualization of the flow field under a variety of normal-incident wave conditions. Digital video is used to record surface drifters moving through a rip current system. A method is presented that tracks these digitally-recorded drifters into long Lagrangian sequences. The laboratory measurements capture both an Eulerian and Lagrangian description of the rip current system. Time-averaged rip current properties are calculated and analyzed using both in situ and video measurements. From the video, Lagrangian velocities are computed with forward differencing of the low-pass filtered drifter tracks. Wave properties are also estimated using the orbital drifter motions and linear (Airy) wave theory. The effects of various wave conditions on the time-averaged rip current systems are investigated to show that wave height is a critical parameter. Measurements of circulation cells are obtained by spatially averaging the drifter track velocity measurements into a polar grid ranging from 0.25 m to 3.25 m from the center of the cell. Circulation cell features, such as the center of circulation and cell width, are calculated to characterize their response to various wave conditions. Spectral analyses are used to characterize the rip current pulsations in the experimental measurements. Three frequencies are found to be energetic in several of the experiments in the low frequency band: the wave group frequency, a lower frequency, and the interaction of the wave group and lower frequencies. Some experiments have significant energy at each of the three peaks, where others have only one or none. The lower frequency motions have also been found in the video measurements and attributed to rip meandering. Possible causes for the low-frequency pulsations, including wave basin seiching, circulation cell instabilities, and wave-current interaction, are discussed. This thesis adds to previous rip current studies by providing a spatially-large and time-varying perspective of rip current systems as a whole.
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Gutierrez, Enrique. "Effects of longshore currents on rip currents." [Gainesville, Fla.] : University of Florida, 2004. http://purl.fcla.edu/fcla/etd/UFE0004905.

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Morrison, Jonathan David. "Lagrangian observations of rip currents." Thesis, Monterey, Calif. : Naval Postgraduate School, 2007. http://bosun.nps.edu/uhtbin/hyperion-image.exe/07Sep%5FMorrison.pdf.

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Thesis (M.S. in Physical Oceanography)--Naval Postgraduate School, September 2007.
Thesis Advisor(s): MacMahan, Jamie H. "September 2007." Description based on title screen as viewed on October 25, 2007. Includes bibliographical references (p. 39-41). Also available in print.
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Maryan, Corey C. "Detecting Rip Currents from Images." ScholarWorks@UNO, 2018. https://scholarworks.uno.edu/td/2473.

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Rip current images are useful for assisting in climate studies but time consuming to manually annotate by hand over thousands of images. Object detection is a possible solution for automatic annotation because of its success and popularity in identifying regions of interest in images, such as human faces. Similarly to faces, rip currents have distinct features that set them apart from other areas of an image, such as more generic patterns of the surf zone. There are many distinct methods of object detection applied in face detection research. In this thesis, the best fit for a rip current object detector is found by comparing these methods. In addition, the methods are improved with Haar features exclusively created for rip current images. The compared methods include max distance from the average, support vector machines, convolutional neural networks, the Viola-Jones object detector, and a meta-learner. The presented results are compared for accuracy, false positive rate, and detection rate. Viola-Jones has the top base-line performance by achieving a detection rate of 0.88 and identifying only 15 false positives in the test image set of 53 rip currents. The described meta-learner integrates the presented Haar features, which are developed in accordance with the original Viola-Jones algorithm. Ada-Boost, a feature ranking algorithm, shows that the newly presented Haar features extract more meaningful data from rip current images than some of the current features. The meta-classifier improves upon the stand-alone Viola-Jones when applying these features by reducing its false positives by 47% while retaining a similar computational cost and detection rate.
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Brown, Jeffrey W. "Lagrangian field observations of rip currents." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 133 p, 2008. http://proquest.umi.com/pqdweb?did=1633772921&sid=6&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Woods, John E. "Rip current/cuspate shoreline interactions in Southern Monterey Bay." Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 2005. http://library.nps.navy.mil/uhtbin/hyperion/05Sep%5FWoods.pdf.

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Thesis (M.S. in Meteorology and Physical Oceanography)--Naval Postgraduate School, September 2005.
Thesis Advisor(s):Edward Thornton, Timothy Stanton. Includes bibliographical references (p.41-42). Also available online.
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Holt, Robert D. "Rip current spacing in relation to wave energetics and directional spreading." Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 2003. http://library.nps.navy.mil/uhtbin/hyperion-image/03Jun%5FHolt.pdf.

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Thesis (M.S. in Physical Oceanography)--Naval Postgraduate School, June 2003.
Thesis advisor(s): Edward B. Thornton, Timothy Stanton. Includes bibliographical references (p. 59-62). Also available online.
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Thorpe, Antony. "Sediment transport and bedform dynamics in rip currents." Thesis, University of Plymouth, 2016. http://hdl.handle.net/10026.1/6558.

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Simultaneous in-situ measurements of waves, currents, water depth, suspended sediment concentrations and bed profiles were made in a rip channel on Perranporth Beach, Cornwall, UK. Perranporth is a high energy beach (annual offshore Hs = 1.6 m) which is macro-tidal (mean spring range = 6.3 m) and the grain size is medium sand (D50 = 0.28 – 0.34 mm). It can be classified as a low tide bar – rip beach and exhibits a relatively flat inter-tidal zone with pronounced rhythmic low tide bar - rip morphology. Data were collected over two field campaigns, totalling 14 tidal cycles and including 27 occurrences of rip currents, in a range of offshore wave heights (Hs = 0.5 – 3 m). The in-situ measurements were supplemented with morphological beach surveys. Sediment samples were taken for grain size analysis. The rip current was found to be tidally modulated. The strongest rip flow (0.7 m/s) occurred at mid to low tide, when waves were breaking on the adjacent bar. Rip flow persisted when the bar had dried out at the lowest tidal elevations. The rip was observed to pulse at a very low frequency (VLF) with a period of 15 - 20 minutes, which was shown to be influenced by wave breaking on the adjacent bar. The rip was completely in-active at high tide. Bedforms were ubiquitous in the rip channel and occurred at all stages of the tide. Visual observations found bedforms to be orientated shore parallel. When the rip was active, mean bedform length and height was 1.45 m and 0.06 m respectively. The size and position of the bedforms in the nearshore suggested that they were best classified as megaripples. When the rip was not active, the mean bedform length and height was 1.09 m and 0.06 m respectively. In rip conditions, with typical mean offshore flow rates of > 0.3 m/s, the bedforms migrated in an offshore direction at a mean rate of 0.16 cm/min and a maximum rate of 4.6 cm/min. The associated mean bedform sediment transport rate was 0.0020 kg/m/s, with a maximum rate of 0.054 kg/m/s. In the rip, migration rates were correlated with offshore directed mean flow strength. In non-rip conditions, bedform migration was onshore directed with a mean rate of 0.09 cm/min and a maximum rate of = 2.2 cm/min. The associated mean bedform transport rate was 0.0015 kg/m/s, with a maximum rate of = 0.041 kg/m/s. The onshore bedform transport was correlated with incident wave skewness, and was weakly correlated with orbital velocity. Over a tidal cycle, the offshore directed bedform transport was only marginally larger in rip currents than when it was when onshore directed in non-rip conditions. Sediment suspension in the rip current was shown to be dependent on the presence of waves. Suspended sediment transport was dominated by the mean flux. The mean flux contributed > 70% of total suspended transport on 19 out of the 27 observed rip current occurrences. The net contribution of the oscillatory flux was small compared to the mean flux. Within the oscillatory component, a frequency domain partitioning routine showed that the VLF motion was an important mechanism for driving offshore directed sediment transport. This was balanced by onshore directed sediment transport at incident wave frequency of a similar magnitude. Depth integration showed that the mean total suspended sediment transport was in the range of 0.03 kg/m/s to 0.08 kg/m/s. At high tide, when the rip was inactive suspended sediment transport rates were minimal compared to when the rip was active. Bedform transport was (on average) 6% of the total suspended sediment transport in a rip current. The new results presented here show that rip currents make an important contribution to offshore directed sediment transport. The magnitudes of transport indicate that future improvements to morphology change models should include rip driven offshore sediment transport.
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Minetree, Courtney M. "Rip channel migration in the nearshore." Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 2006. http://library.nps.navy.mil/uhtbin/hyperion/06Sep%5FMinetree.pdf.

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Thesis (M.S. in Physical Oceanography)--Naval Postgraduate School, September 2006.
Thesis Advisor(s): Edward Thornton. "September 2006." Includes bibliographical references (p. 39-40). Also available in print.
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He, Liang. "Video-based particle image velocimetry of laboratory rip currents." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 120 p, 2007. http://proquest.umi.com/pqdlink?did=1253510551&Fmt=7&clientId=79356&RQT=309&VName=PQD.

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Books on the topic "Rip currents"

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United States. National Weather Service. Office of Climate, Water, and Weather Services., ed. Rip currents!: Break the grip of the rip. [Silver Spring, Md.]: NOAA's National Weather Service, Office of Climate, Water, and Weather Services, 2007.

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Rip currents: Beach safety, physical oceanography, and wave modeling. Boca Raton, FL: Taylor & Francis, 2011.

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Yun, Sŏng-bŏm. Haeyang isang hyŏnsang kamsi pangan mit yech'ŭk yŏn'gu. Inch'ŏn-si: Kukt'o Haeyangbu Kungnip Haeyang Chosawŏn, 2011.

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Enrico, Harold. Rip current. Victoria, B.C: Sono Nis, 1986.

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Enrico, Harold. Rip current. Victoria, B.C: Sono Nis Press, 1986.

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Programme, Kenya Rural Enterprise. Kenya Rural Enterprise Programme (K-REP): Background, current operations, and strategies. [Nairobi]: K-REP, 1994.

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On the rim of Mexico: Encounters of the rich and poor. Boulder, Colo: Westview Press, 1998.

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Pacific Rim Conference on Ceramic and Glass Technology (6th 2005 Kapalua, Hawaii). Pulse electric current synthesis and processing materials: Proceedings of the 6th Pacific Rim Conference on Ceramics and Glass Technology (PacRim6), September 11-16, Maui, Hawaii. Hoboken, NJ: John Wiley & Sons, 2006.

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Jo rg Guido Hu lsmann. The ethics of money production. Auburn, Ala: Ludwig von Mises Institute, 2008.

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Stuart, Douglas T. A US strategy for the Asia-Pacific: Building a multipolar balance-of-power system in Asia. Oxford ; New York: Oxford University Press for the International Institute for Strategic Studies, 1995.

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Book chapters on the topic "Rip currents"

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Leatherman, Stephen P. "Rip Currents." In Coastal Hazards, 811–31. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5234-4_26.

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Brander, Robert W. "Rip Currents." In Encyclopedia of Earth Sciences Series, 1442–47. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-93806-6_261.

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Brander, Robert W. "Rip Currents." In Encyclopedia of Earth Sciences Series, 1–6. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-48657-4_261-2.

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Staples, Gordon C., Stephen P. Leatherman, P. P. Wong, William T. Fox, Douglas J. Sherman, Elijah W. Ramsey, Victor Klemas, et al. "Rip Currents." In Encyclopedia of Coastal Science, 811–13. Dordrecht: Springer Netherlands, 2005. http://dx.doi.org/10.1007/1-4020-3880-1_261.

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Tang, Ernest C. S., and Robert A. Dalrymple. "Field Measurements of Rip Currents." In Nearshore Sediment Transport, 61–65. Boston, MA: Springer US, 1989. http://dx.doi.org/10.1007/978-1-4899-2531-2_10.

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Tang, Ernest C. S., and Robert A. Dalrymple. "Rip Currents and Wave Groups." In Nearshore Sediment Transport, 205–30. Boston, MA: Springer US, 1989. http://dx.doi.org/10.1007/978-1-4899-2531-2_22.

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da Silva, J. C. B. "SAR Observation of Rip Currents off the Portuguese Coast." In Remote Sensing of the European Seas, 399–410. Dordrecht: Springer Netherlands, 2008. http://dx.doi.org/10.1007/978-1-4020-6772-3_30.

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Rashid, Ashraf Haroon, Imran Razzak, M. Tanveer, and Antonio Robles-Kelly. "RipNet: A Lightweight One-Class Deep Neural Network for the Identification of RIP Currents." In Communications in Computer and Information Science, 172–79. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-63823-8_21.

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Stephenson, Wayne. "Rip Current." In Encyclopedia of Natural Hazards, 855–56. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-4399-4_295.

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Marasco, Silvana, and Jose J. Diaz. "Review of Currently Available Tools of the Trade." In Rib Fracture Management, 145–57. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91644-6_13.

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Conference papers on the topic "Rip currents"

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YU, JIE, and A. BRAD MURRAY. "RIP CURRENTS DUE TO WAVE-CURRENT INTERACTION." In Advances in Engineering Mechanics - Reflections and Outlooks - In Honor of Theodore Y.-T. Wu. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812702128_0009.

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Leatherman, Stephen P. "RIP CURRENTS: TYPES AND IDENTIFICATION." In GSA Annual Meeting in Denver, Colorado, USA - 2016. Geological Society of America, 2016. http://dx.doi.org/10.1130/abs/2016am-278408.

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Baquerizo, Asunción, Miguel A. Losada, and José L. Ortega. "RIP CURRENTS IN SEMIELLIPTIC BAYS." In Proceedings of the 28th International Conference. World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812791306_0061.

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Nelko, Varjola, and Robert A. Dalrymple. "RIP CURRENTS: MECHANISMS AND OBSERVATIONS." In Proceedings of the 31st International Conference. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814277426_0075.

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Simeonov, Julian, Todd Holland, and Steven Spansel. "Rip currents and rip channel morphodynamics under quasi-steady conditions." In OCEANS 2009. IEEE, 2009. http://dx.doi.org/10.23919/oceans.2009.5422163.

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Haas, Kevin A., Ib A. Svendsen, and Qun Zhao. "3-D Modeling of Rip Currents." In 27th International Conference on Coastal Engineering (ICCE). Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40549(276)86.

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Reniers, Ad, Graham Symonds, and Ed Thornton. "Modelling of Rip Currents during RDEX." In Fourth Conference on Coastal Dynamics. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40566(260)50.

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Kennedy, Andrew B., and Robert A. Dalrymple. "Wave Group Forcing of Rip Currents." In Fourth International Symposium on Ocean Wave Measurement and Analysis. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40604(273)144.

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HAAS, KEVIN A., BRIAN K. SAPP, and ANDREW B. KENNEDY. "LABORATORY MEASUREMENTS OF TIME-VARYING RIP CURRENTS." In Proceedings of the 29th International Conference. World Scientific Publishing Company, 2005. http://dx.doi.org/10.1142/9789812701916_0118.

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Nakano, Iwao, Hiroshi Ishida, and Ichiro Deguchi. "Measurement system for acoustic monitoring of rip currents." In the Eighth ACM International Conference. New York, New York, USA: ACM Press, 2013. http://dx.doi.org/10.1145/2532378.2532415.

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Reports on the topic "Rip currents"

1

Symonds, Graham, and Robert A. Holman. Rip Currents. Fort Belvoir, VA: Defense Technical Information Center, September 2000. http://dx.doi.org/10.21236/ada609977.

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Symonds, Graham, and Robert A. Holman. Rip Currents. Fort Belvoir, VA: Defense Technical Information Center, September 1998. http://dx.doi.org/10.21236/ada536180.

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Symonds, Graham, and Robert A. Holman. Rip Currents. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada627888.

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Lippmann, Thomas C. Rip Currents Onshore Submarine Canyons. Fort Belvoir, VA: Defense Technical Information Center, September 2004. http://dx.doi.org/10.21236/ada612964.

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Lippmann, Thomas C., and K. T. Holland. Rip Currents Onshore Submarine Canyons. Fort Belvoir, VA: Defense Technical Information Center, September 2002. http://dx.doi.org/10.21236/ada628821.

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Lippmann, Thomas C., and K. T. Holland. Rip Currents Onshore Submarine Canyons. Fort Belvoir, VA: Defense Technical Information Center, September 2003. http://dx.doi.org/10.21236/ada629761.

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Kennedy, Andrew. Unsteady Wave-Driven Circulation Cells Relevant to Rip Currents and Coastal Engineering. Fort Belvoir, VA: Defense Technical Information Center, September 2007. http://dx.doi.org/10.21236/ada541613.

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Kennedy, Andrew. Unsteady Wave-Driven Circulation Cells Relevant to Rip Currents and Coastal Engineering. Fort Belvoir, VA: Defense Technical Information Center, January 2006. http://dx.doi.org/10.21236/ada523301.

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Reniers, Ad. RCEX: Rip Current Experiment. Fort Belvoir, VA: Defense Technical Information Center, September 2007. http://dx.doi.org/10.21236/ada541732.

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Stanton, Timothy P. RCEX: Rip Current Experiment. Fort Belvoir, VA: Defense Technical Information Center, September 2007. http://dx.doi.org/10.21236/ada541734.

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