Relevant bibliographies by topics / Flood wave

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Flood wave'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Flood wave"

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Guse, Björn, Bruno Merz, Luzie Wietzke, Sophie Ullrich, Alberto Viglione, and Sergiy Vorogushyn. "The role of flood wave superposition in the severity of large floods." Hydrology and Earth System Sciences 24, no. 4 (2020): 1633–48. http://dx.doi.org/10.5194/hess-24-1633-2020.

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Abstract. The severity of floods is shaped not only by event- and catchment-specific characteristics but also depends on the river network configuration. At the confluence of relevant tributaries with the main river, flood event characteristics may change depending on the magnitude and temporal match of flood waves. This superposition of flood waves may potentially increase the flood severity downstream in the main river. However, this aspect has not been analysed for a large set of river confluences to date. To fill this gap, the role of flood wave superposition in the flood severity at downstream gauges is investigated in four large river basins in Germany and Austria (the Elbe, the Danube, the Rhine and the Weser). A novel methodological approach to analyse flood wave superposition is presented and applied to mean daily discharge data from 37 triple points. A triple point consists of three gauges: one in the tributary as well as one upstream and downstream of the confluence with the main river respectively. At the triple points, differences and similarities in flood wave characteristics between the main river and the tributary are analysed in terms of the temporal match and the magnitudes of flood peaks. At many of the confluences analysed, the tributary peaks consistently arrive earlier than the main river peaks, although high variability in the time lag is generally detected. No large differences in temporal matching are detected for floods of different magnitudes. In the majority of cases, the largest floods at the downstream gauge do not occur due to perfect temporal match between the tributary and the main river. In terms of spatial variability, the impact of flood wave superposition is site-specific. Characteristic patterns of flood wave superposition are detected for flood peaks in the Danube River, where peak discharges largely increase due to inflow from alpine tributaries. Overall, we conclude that the superposition of flood waves is not the driving factor behind flood peak severity at the major confluences in Germany; however, a few confluences show the potential for strong flood magnifications if a temporal shift in flood waves was to occur.
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Idier, Déborah, Rodrigo Pedreros, Jérémy Rohmer, and Gonéri Le Cozannet. "The Effect of Stochasticity of Waves on Coastal Flood and Its Variations with Sea-level Rise." Journal of Marine Science and Engineering 8, no. 10 (2020): 798. http://dx.doi.org/10.3390/jmse8100798.

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Coastal floods are driven by many hydro-meteorological forcing factors, among which are mean sea levels, tides, atmospheric storm surges, and waves. Depending on these conditions, wave overtopping may occur and, in some cases, lead to a significant flood. In the present study, we investigate the effect of the stochastic character of waves on the flood itself using a phase-resolving wave model (SWASH). We focus on the macro-tidal site of Gâvres (France), consider two past flood events (both resulting from wave overtopping), and investigate how the effect of randomness of waves on the flood is changing with the forcing conditions and the time span (minutes to hours). We clearly show that the effect of waves’ stochasticity on the flood itself is far from being negligible and, especially on a short time scale (~15 min), generates an uncertainty comparable to that induced by the sea-level rise scenarios, as long as the still water level remains smaller than the critical level above which overflow occurs. This implies that lower confidence should be assigned to flood projection on sites where wave overtopping is the main process leading to flood.
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Mujumdar, P. P. "Flood wave propagation." Resonance 6, no. 5 (2001): 66–73. http://dx.doi.org/10.1007/bf02839085.

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Warmink, J. J. "Dune dynamics and roughness under gradually varying flood waves, comparing flume and field observations." Advances in Geosciences 39 (August 7, 2014): 115–21. http://dx.doi.org/10.5194/adgeo-39-115-2014.

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Abstract. Accurate forecasts of bed forms and their roughness during a flood wave are essential for flood management. Bed forms remain dynamic even under steady discharge and are subject to a continuous process of creations and destructions of individual bed forms. Dune evolution during the rising limb of a flood wave is quite well understood and can be modeled. However, dune evolution during the falling limb remains poorly understood. The objective of this paper is to explain the bed form evolution and roughness during the receding limb of fast flood waves. Therefore, bed profiles of two flume experiments were analyzed in detail and individual dune creations and destructions were classified. The results showed that for fast flood waves in subcritical water flow: (1) dune length grows during both rising and falling limb due to amalgamation of bed forms, (2) dune length has a longer adaptation time than dune height, resulting in short, high dunes during the peak discharge, and (3) this hysteresis difference between dune height and length results in a larger roughness than predicted by equilibrium bed form dimension equations, which may result in a larger roughness of the main channel during floods than expected.
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Melby, Jeffrey, Norberto Caraballo-Nadal, and Nobuhisa Kobayashi. "WAVE RUNUP PREDICTION FOR FLOOD MAPPING." Coastal Engineering Proceedings 1, no. 33 (2012): 79. http://dx.doi.org/10.9753/icce.v33.management.79.

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Wave runup determines the extent over which waves act. Wave runup is therefore an important parameter to determine flood inundation extents from coastal storms. Cross-shore and longshore sediment transport are a function of the hydrodynamics on the beach and are therefore related to wave runup. Several benchmark wave runup data sets are summarized and used to evaluate the available tools for predicting wave runup for flood hazard assessment. Benchmark data span a range of shoreline conditions including sandy beaches on the Pacific and Atlantic coasts, dissipative to reflective beaches, as well as structures ranging from impermeable smooth levees to rough permeable rubble mounds. Data include laboratory and prototype measurements. Tools for predicting wave runup are analyzed including empirical equations, computer programs based on empirical equations, and the CSHORE time-averaged cross-shore model. Most of the tools show fairly high degrees of skill but some do not. The study recommends using CSHORE to model runup for most beach and structure conditions. However, CSHORE is not likely to predict wave runup on infragravity-dominated dissipative beaches well. For these cases, it is recommended that one of the recommended empirical equations for beaches be used.
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Mitková, Veronika Bačová, Pavla Pekárová, Pavol Miklánek, and Ján Pekár. "Hydrological simulation of flood transformations in the upper Danube River: Case study of large flood events." Journal of Hydrology and Hydromechanics 64, no. 4 (2016): 337–48. http://dx.doi.org/10.1515/johh-2016-0050.

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Abstract The problem of understand natural processes as factors that restrict, limit or even jeopardize the interests of human society is currently of great concern. The natural transformation of flood waves is increasingly affected and disturbed by artificial interventions in river basins. The Danube River basin is an area of high economic and water management importance. Channel training can result in changes in the transformation of flood waves and different hydrographic shapes of flood waves compared with the past. The estimation and evolution of the transformation of historical flood waves under recent river conditions is only possible by model simulations. For this purpose a nonlinear reservoir cascade model was constructed. The NLN-Danube nonlinear reservoir river model was used to simulate the transformation of flood waves in four sections of the Danube River from Kienstock (Austria) to Štúrovo (Slovakia) under relatively recent river reach conditions. The model was individually calibrated for two extreme events in August 2002 and June 2013. Some floods that occurred on the Danube during the period of 1991–2002 were used for the validation of the model. The model was used to identify changes in the transformational properties of the Danube channel in the selected river reach for some historical summer floods (1899, 1954 1965 and 1975). Finally, a simulation of flood wave propagation of the most destructive Danube flood of the last millennium (August 1501) is discussed.
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Trigg, Mark A., Matthew D. Wilson, Paul D. Bates, et al. "Amazon flood wave hydraulics." Journal of Hydrology 374, no. 1-2 (2009): 92–105. http://dx.doi.org/10.1016/j.jhydrol.2009.06.004.

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Ramírez-Núñez, C., and J. F. Parrot. "LATERAL FLOODING ASSOCIATED TO WAVE FLOOD GENERATION ON RIVER SURFACE." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLI-B2 (June 7, 2016): 353–55. http://dx.doi.org/10.5194/isprsarchives-xli-b2-353-2016.

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This research provides a wave flood simulation using a high resolution LiDAR Digital Terrain Model. The simulation is based on the generation of waves of different amplitudes that modify the river level in such a way that water invades the adjacent areas. The proposed algorithm firstly reconstitutes the original river surface of the studied river section and then defines the percentage of water loss when the wave floods move downstream. This procedure was applied to a gently slope area in the lower basin of Coatzacoalcos river, Veracruz (Mexico) defining the successive areas where lateral flooding occurs on its downstream movement.
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Ramírez-Núñez, C., and J. F. Parrot. "LATERAL FLOODING ASSOCIATED TO WAVE FLOOD GENERATION ON RIVER SURFACE." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLI-B2 (June 7, 2016): 353–55. http://dx.doi.org/10.5194/isprs-archives-xli-b2-353-2016.

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This research provides a wave flood simulation using a high resolution LiDAR Digital Terrain Model. The simulation is based on the generation of waves of different amplitudes that modify the river level in such a way that water invades the adjacent areas. The proposed algorithm firstly reconstitutes the original river surface of the studied river section and then defines the percentage of water loss when the wave floods move downstream. This procedure was applied to a gently slope area in the lower basin of Coatzacoalcos river, Veracruz (Mexico) defining the successive areas where lateral flooding occurs on its downstream movement.
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Shome, M. L., and P. M. Steffler. "Flood Plain Filling by a Monoclinal Flood Wave." Journal of Hydraulic Engineering 132, no. 5 (2006): 529–32. http://dx.doi.org/10.1061/(asce)0733-9429(2006)132:5(529).

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Dissertations / Theses on the topic "Flood wave"

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Sholtes, Joel Doyle Martin W. "Hydraulic analysis of stream restoration on flood wave propagation." Chapel Hill, N.C. : University of North Carolina at Chapel Hill, 2009. http://dc.lib.unc.edu/u?/etd,2523.

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Thesis (M.A.)--University of North Carolina at Chapel Hill, 2009.<br>Title from electronic title page (viewed Oct. 5, 2009). "... in partial fulfillment of the requirements for the degree of Master of Arts in the Department of Geography." Discipline: Geography; Department/School: Geography.
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Lowery, Kristen Mary. "Dynamic Analysis of an Inflatable Dam Subjected to a Flood." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/35802.

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A dynamic simulation of the response of an inflatable dam subjected to a flood was carried out to determine the survivability envelope of the dam where it can operate without rupture, or overflow. A fully nonlinear free-surface flow was applied in two dimensions using a mixed Eulerian-Lagrangian formulation. <p> An ABAQUS finite element model was used to determine the dynamic structural response of the dam. The problem was solved in the time domain which allows the prediction of a number of transient phenomena such as the generation of upstream advancing waves, and dynamic structural collapse. Stresses in the dam material were monitored to determine when rupture occurs. An iterative study was performed to find the service envelope of the dam in terms of the internal pressure and the flood Froude number for two flood depths. It was found that the driving parameter governing failure of the dam was the internal pressure. If this pressure is too low, the dam overflows; if this pressure is too high, the dam ruptures. The fully nonlinear free-surface flow over a semi-circular bottom obstruction was studied numerically in two dimensions using a similar solution formulation as that used in the previous study. A parametric study was performed for a range of values of the depth-based Froude number up to 2.5 and non-dimensional obstacle heights up to 0.9. When wave breaking does not occur, three distinct flow regimes were identified: subcritical, transcritical and supercritical. When breaking occurs it may be of any type: spilling, plunging or surging. In addition, for values of the Froude number close to 1, the upstream solitary waves break. A systematic study was undertaken, to define the boundaries of each type of breaking and non-breaking pattern, and to determine the drag and lift coefficients, free surface profile characteristics and transient behavior.<br>Master of Science
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Al-Salihi, Adnan H. "Numerical and physical modelling of dam-break flood waves in X-T and R-T space." Thesis, University of Strathclyde, 1986. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=21480.

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The techniques for computing dam-break flood waves in prismatic channels are reviewed. Numerical models for cases with or without an initially dry downstream bed are developed. The models are based on the characteristic forms of the shallow water equations, both in (X-T) and (R-T) space, using specified time intervals and incorporating the Rankine-Hugoniot shock equations. Three numerical models for rectangular section channels are studied, namely the parallel (X-T), the expanded (R-T) and the contracted (R-T) cases; any two of these are then linked to produce three further models, described as the Contracted-Plain (RT-XT), the Contracted-Expanded (RT-RT) and the Plain-Expanded (XT-RT) models. Four physical models were tested and compared with results from the numerical models and with those from Barr and Das (1980), Marshall and Menendez (1981) and Katopodes and Schamber (1983). The numerical and experimental results are given in the form of comparative plots of front heights, surface profiles, front trajectories and depth hydrographs. Variations from the well-known solutions by Ritter (1892) and Stoker (1957), including those caused by radial flow effects are found to occur and are discussed.
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Schuler, Juerg. "Seismic wave propagation through flood basalts and stratigraphic correlation on the Faroes shelf." Thesis, University of Cambridge, 2013. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.648372.

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Mahdizadeh, Hossein. "Modelling of flood waves based on wave propagation : algorithms with bed efflux and influx including a coupled-pipe network solver." Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/modelling-of-flood-waves-based-on-wave-propagation-algorithms-with-bed-efflux-and-influx-including-a-coupled-pipe-network-solver(08c8e8dc-73d6-43f2-aca7-6c3eeae9a805).html.

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Flood propagation over urban areas can cause an interaction between the free-surface flow and large underground pipe networks used for storm drainage and sewage, causing outflows and inflows at the bed. The associated waves may collide with each other and the surface waves. In this thesis the shallow water equations are used to model this type of wave interaction over dry or wet beds with bathymetry gradients and friction terms. The proposed shallow water scheme is solved based on finite volume high-resolution Godunov-type methods. The solver is well-balanced and can accurately balance the source terms and flux-gradients for the steady-state solutions. The solver also utilises a new type of Riemann wave speed to provide depth-positive results over nearly dry beds and dry states. Additionally a new type of source term is introduced in the continuity equation to model pipe inflow and outflow conditions at bed connections. For the standard one-dimensional shallow water equations the numerical results are validated with analytical solutions or other reference solutions provided in the literature. This includes the incipient Riemann problems for nearly dry and dry-states, steady flow over a hump in a rectangular channel and the wave propagation problem. Eventually, the generation of dry bed in the middle, over discontinuous topography is considered. Close agreement is achieved between the shallow water scheme and analytical or reference solutions for the above test cases. For the shallow water problems with influx/efflux source terms comparisons are made with STAR-CD, a commercial Navier-Stokes solver for general fluid flow prediction. The shallow water model is first used to simulate vertical flows through finite gaps in the bed. Next, the interaction of the vertical flows with a dam-break flow is considered for both dry and wet beds. An efflux number, En, is defined based on the vertical efflux velocity and the gap length. A parameter study is undertaken to investigate the effect of the one-dimensional approximation of the present model, for a range of non-dimensional efflux numbers. It is found that the shallow flow model gives sensible predictions at all times provided En<0.5, and for long durations for En>0.5. Dam break flow over an underground connecting pipe is also considered for the one-dimensional efflux problems. To solve two-dimensional problems the shallow water scheme uses the dimensional-splitting method which solves each one-dimensional Riemann problem in the x- and y-directions separately. The cross-derivative terms for second-order accuracy are incorporated by solving another Riemann problem in the orthogonal direction. For two-dimensional problems first the dam-break problems are considered over wet and dry beds. Then, flood propagation over complex terrain is demonstrated. Next, efflux discharge is modelled in isolation over a dry bed and then with dam-break interaction, comparing with STAR-CD results. Again very good agreement is shown between the two-dimensional shallow water model and STAR-CD for the efflux numbers of En<0.5. For modelling the inundation problem over an underground pipe network the solver is coupled with the general underground pipe network solver to calculate the efflux discharge as the flood waves pass through the pipe network. For analysing the pipe network with unknown effluxes an additional set of equations is incorporated into the solution of a general pipe network solver. The shallow water solver coupled to an underground pipe network is then used to simulate dam-break interaction with pipe networks with 9 and 25 nodes to demonstrate the versatility of the method.
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Heyer, Torsten, and Reinhard Pohl. "Der Auflauf unregelmäßiger Wellen im Übergangsbereich zwischen Branden und Schwingen." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-160820.

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Der bisher noch wenig untersuchte Wellenaufgang im Übergangsbereich zwischen Brandung und Reflexion wurde experimentell untersucht. Darauf aufbauend wird ein geschlossener Berechnungsansatz für die Auflaufhöhe unregelmäßiger Wellen vorgeschlagen, der für brechende und nichtbrechende Wellen anwendbar ist.
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Chong, Khai Lin. "Estimating Time of Concentration by Reflecting Flood Inundation Effects and Hazard Mapping." Kyoto University, 2017. http://hdl.handle.net/2433/227602.

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Ďurďa, Eduard. "Posouzení malé vodní nádrže Točenka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240032.

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The main priority thesis is to evaluate the current status and future follow- variant solution functions and the resulting operating small water reservoir Točenka in Babice u Kelč. Thanks smyvům of the field lines in the upper part of the basin has been a complete clogging the tank up to the spillway . Task is to assess the current status of the tank and identify measures for future use.
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Heyer, Torsten, and Reinhard Pohl. "Der Auflauf unregelmäßiger Wellen im Übergangsbereich zwischen Branden und Schwingen." Technische Universität Dresden, 2003. https://tud.qucosa.de/id/qucosa%3A28547.

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Der bisher noch wenig untersuchte Wellenaufgang im Übergangsbereich zwischen Brandung und Reflexion wurde experimentell untersucht. Darauf aufbauend wird ein geschlossener Berechnungsansatz für die Auflaufhöhe unregelmäßiger Wellen vorgeschlagen, der für brechende und nichtbrechende Wellen anwendbar ist.
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Holý, Jan. "Studie řešení ochrany malé obce před extravilánovou vodou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226132.

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The thesis deals with protection against water from rural areas with a focus on the protection of the village Chrudichromy. The chapters are structured so that outlined the general theory of flood protection and design protection in the cadastral Chrudichromy. The design consists of project protective reservoir.
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Books on the topic "Flood wave"

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Moody, John A. Propagation and composition of the flood wave on the upper Mississippi River, 1993. U.S. G.P.O.], 1995.

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Ahrens, John. Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts: Experimental model study. U.S. Army Engineer Waterways Experiment Station, 1986.

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Ahrens, John. Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts: Experimental model study. U.S. Army Engineer Waterways Experiment Station, 1986.

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Tang, XiaoNan. Derivation of the wave speed-discharge relationship from cross section survey for use in approximate flood routing methods. University of Birmingham, 1999.

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illus, Robinson Charles 1931, ed. The Terrible Wave. Houghton Mifflin Co, 1989.

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New Jersey. State Beach Erosion Commission. Commission meeting of State Beach Erosion Commission: Testimony on the update on the status of federal shore protection projects in Monmouth and Ocean counties, mud dumping off Sandy Hook, offshore oil and natural gas drilling, Clean Beaches Council's "Blue Wave Campaign". State Beach Erosion Commission, 2001.

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Walker, Jane. Tidal waves and flooding. Gloucester Press, 1992.

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Walker, Jane. Tidal waves and flooding. Stargazer Books, 2004.

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ill, Sanders Mike, ed. Tidal waves and flooding. Copper Beech Books, 1998.

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Flaherty, Michael. Tidal waves and flooding. Copper Beech Books, 1998.

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Book chapters on the topic "Flood wave"

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Grela, Jerzy, Pawel Madej, and Małgorzata Wawro. "WAVE -The Example of the Operational Management of Flood Defence Multireservoir System." In Floods and Flood Management. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-1630-5_35.

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Braschi, G., and M. Gallati. "Survey and Characteristics of the Submersion Wave due to the Sudden Opening of the Bottom Outlet of Alto Mora Dam (Italy)." In Floods and Flood Management. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-1630-5_17.

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Hardy, Thomas A. "Stage-Frequency Curves for Flooding Due to Wave Overtopping of Seawalls." In Flood Hydrology. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3957-8_19.

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Dybkowska-Stefek, Dorota, and Wolfgang Rosenthal. "The Passage of the ′97 Flood Wave on the Lower Odra." In Early Warning Systems for Natural Disaster Reduction. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-642-55903-7_37.

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Giorgini, Aldo, and Giuseppe Mendicino. "Reliability of the Muskingum Method for the Prediction of Flood Wave Propagation." In Water Science and Technology Library. Springer Netherlands, 1996. http://dx.doi.org/10.1007/978-94-011-0389-3_19.

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Bechteler, W., H. Kulisch, and M. Nujic. "2-D Dam-Break Flooding Waves Comparison between Experimental and Calculated Results." In Floods and Flood Management. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-1630-5_18.

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Chmielowski, Wojciech Z. "Fuzzy Controller(s) for a Flood Wave Passing Through a Hypothetical Retention Reservoir." In Fuzzy Control in Environmental Engineering. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19261-1_3.

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Chmielowski, Wojciech Z. "Fuzzy Controllers Operating Flood Wave Passage Through a Hypothetical Cascade of Retention Reservoirs." In Fuzzy Control in Environmental Engineering. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19261-1_5.

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Azad, W. H., A. J. Hassan, S. A. Mulok, A. M. Ali, Lariyah Mohd Sidek, and H. Basri. "The Study on Flood Wave Propagation Using Various Routing Method on Branches Reservoir Surface." In Water Resources Development and Management. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-1971-0_26.

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Chmielowski, Wojciech Z. "Control of a Flood Wave Passage Through the Dobczyce Reservoir (Poland) Using Fuzzy Controllers." In Fuzzy Control in Environmental Engineering. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-19261-1_4.

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Conference papers on the topic "Flood wave"

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Van Steeg, Paul, Menno De Ridder, Alex Capel, and Marcel Bottema. "Influence of water depth on wave overtopping." In FLOODrisk 2020 - 4th European Conference on Flood Risk Management. Budapest University of Technology and Economics, 2021. http://dx.doi.org/10.3311/floodrisk2020.1.25.

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Paseka, Stanislav. "ASSESSING THE IMPACT OF FLOOD WAVE UNCERTAINTY TO RESERVOIR FLOOD STORAGE CAPACITY." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/3.1/s12.007.

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Tan, Lai-Wai, and Vincent H. Chu. "Flood wave dynamics using Lagrangian block advection." In 2011 Fourth International Conference on Modeling, Simulation and Applied Optimization (ICMSAO). IEEE, 2011. http://dx.doi.org/10.1109/icmsao.2011.5775567.

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Permatasari, Karina Aryanti, Gurveen Singh Reekhi, Sonny Irawan, and Luluan Almana Lubis. "Resistivity Wave for Monitoring Foam Flood Propagation." In SPE/IATMI Asia Pacific Oil & Gas Conference and Exhibition. Society of Petroleum Engineers, 2017. http://dx.doi.org/10.2118/186195-ms.

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Li, Yunfeng, Yogesh Agnihotri, and Timmy Dy. "Prismatic wave imaging with dual flood RTM." In SEG Technical Program Expanded Abstracts 2011. Society of Exploration Geophysicists, 2011. http://dx.doi.org/10.1190/1.3627879.

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Bergeijk, Vera M. van, Vincent A. Verdonk, Jord J. Warmink, and Suzanne J. M. H. Hulscher. "The Vulnerability of Damaged River and Lake Dikes for Wave Overtopping." In FLOODrisk 2020 - 4th European Conference on Flood Risk Management. Budapest University of Technology and Economics, 2021. http://dx.doi.org/10.3311/floodrisk2020.1.20.

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Beilicci, Robert Florin. "STUDY OF FLOOD WAVE PROPAGATION WITH HYDROINFORMATIC TOOLS." In 14th SGEM GeoConference on WATER RESOURCES. FOREST, MARINE AND OCEAN ECOSYSTEMS. Stef92 Technology, 2014. http://dx.doi.org/10.5593/sgem2014/b31/s12.084.

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Prasad, U., S. Fenical, and C. Delp. "Updated Port Wave/Flood Load Building Code Provisions." In 12th Triannual International Conference on Ports. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41098(368)105.

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Sholtes, Joel, and Martin Doyle. "Effect of Channel Restoration on Flood Wave Attenuation." In Watershed Management Conference 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41143(394)33.

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Dean, R. G., T. L. Walton, and D. Hatheway. "WAVE SETUP IN U. S. FLOOD INSURANCE STUDIES." In Proceedings of the 31st International Conference. World Scientific Publishing Company, 2009. http://dx.doi.org/10.1142/9789814277426_0081.

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Reports on the topic "Flood wave"

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Melby, Jeffrey, Thomas Massey, Fatima Diop, et al. Coastal Texas Protection and Restoration Feasibility Study : Coastal Texas flood risk assessment : hydrodynamic response and beach morphology. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41051.

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The US Army Corps of Engineers, Galveston District, is executing the Coastal Texas Protection and Restoration Feasibility Study coastal storm risk management (CSRM) project for the region. The project is currently in the feasibility phase. The primary goal is to develop CSRM measures that maximize national net economic development benefits. This report documents the coastal storm water level and wave hazard, including sea level rise, for a variety of flood risk management alternatives. Four beach restoration alternatives for Galveston Island and Bolivar peninsula were evaluated. Suites of synthetic tropical and historical non-tropical storms were developed and modeled. The CSTORM coupled surge-and-wave modeling system was used to accurately characterize storm circulation, water level, and wave hazards using new model meshes developed from high-resolution land and sub-aqueous surveys for with- and without-project scenarios. Beach morphology stochastic response was modeled with a Monte Carlo life-cycle simulation approach using the CSHORE morphological evolution numerical model embedded in the StormSim stochastic modeling system. Morphological and hydrodynamic response were primarily characterized with probability distributions of the number of rehabilitations and overflow.
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Wijesekera, Hemantha W., David W. Wang, William J. Teague, and Ewa Jarosz. High Sea-Floor Stress Induced by Extreme Hurricane Waves. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada523020.

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Breza, Emily, Supreet Kaur, and Nandita Krishnaswamy. Propping Up the Wage Floor: Collective Labor Supply without Unions. National Bureau of Economic Research, 2019. http://dx.doi.org/10.3386/w25880.

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Torres, Marissa, and Norberto Nadal-Caraballo. Rapid tidal reconstruction with UTide and the ADCIRC tidal database. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41503.

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The quantification of storm surge is vital for flood hazard assessment in communities affected by coastal storms. The astronomical tide is an integral component of the total still water level needed for accurate storm surge estimates. Coastal hazard analysis methods, such as the Coastal Hazards System and the StormSim Coastal Hazards Rapid Prediction System, require thousands of hydrodynamic and wave simulations that are computationally expensive. In some regions, the inclusion of astronomical tides is neglected in the hydrodynamics and tides are instead incorporated within the probabilistic framework. There is a need for a rapid, reliable, and accurate tide prediction methodology to provide spatially dense reconstructed or predicted tidal time series for historical, synthetic, and forecasted hurricane scenarios. A methodology is proposed to combine the tidal harmonic information from the spatially dense Advanced Circulation hydrodynamic model tidal database with a rapid tidal reconstruction and prediction program. In this study, the Unified Tidal Analysis program was paired with results from the tidal database. This methodology will produce reconstructed (i.e., historical) and predicted tidal heights for coastal locations along the United States eastern seaboard and beyond and will contribute to the determination of accurate still water levels in coastal hazard analysis methods.
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Freeman, Alida Castillo, and Richard Freeman. Minimum Wages in Puerto Rico: Textbook Case of a Wage Floor? National Bureau of Economic Research, 1991. http://dx.doi.org/10.3386/w3759.

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Usoi Dam wave overtopping and flood routing in the Bartang and Panj Rivers, Tajikistan. US Geological Survey, 2006. http://dx.doi.org/10.3133/wri20034004.

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