Storm Tide and Wave Simulations and Assessment

Keyword(s):  
Shore & Beach ◽  
2019 ◽  
pp. 29-35
Author(s):  
Michele Strazzella ◽  
Nobuhisa Kobayashu ◽  
Tingting Zhu

A simple approach based on an analytical model and available tide gauge data is proposed for the analysis of storm tide damping inside inland bays with complex bathymetry and for the prediction of peak water levels at gauge locations during storms. The approach was applied to eight tide gauges in the vicinity of inland bays in Delaware. Peak water levels at the gauge locations were analyzed for 34 storms during 2005-2017. A damping parameter in the analytical model was calibrated for each bay gauge. The calibrated model predicted the peak water levels within errors of about 0.2 m except for Hurricane Sandy in 2012. The analytical model including wave overtopping was used to estimate the peak wave overtopping rate over the barrier beach from the measured peak water level in the adjacent bay.


2015 ◽  
Vol 132 (4) ◽  
pp. 545-558 ◽  
Author(s):  
Chi-Hsiang Wang ◽  
Yong Bing Khoo ◽  
Xiaoming Wang

1986 ◽  
Vol 1 (20) ◽  
pp. 181
Author(s):  
H. Lee Butler ◽  
Mark D. Prater

Reliable estimates of coastal flooding from tides and storm surges are required for making sound engineering decisions regarding the design, operation and maintenance of many coastal projects. A recent investigation of flood frequency along the coast and within the bays of southern Long Island, New York, produced new and optimal approaches to obtain meaningful statistical estimates of flood levels. This paper summarizes various elements of the study and concentrates on the problem of stage-frequency computations in the inland bay areas. Methods for optimizing the number of necessary storm/tide simulations and estimating the accuracy of results are presented.


Author(s):  
Bruce Harper ◽  
Luciano Mason

The paper will describe the development and operation of a comprehensive tropical cyclone wind, wave and storm tide risk design and warning software toolbox that covers all of tropical-influenced Australia, The toolbox is designed to provide both rapid assessment and detailed design capabilities for coastal, port, offshore and nearshore design, including projected future climate change. It also provides real-time emergency management functionality. The toolbox provides a probabilistic design framework that facilitates the essential need for sensitivity analysis of both inputs and outputs without pre-conceived risk thresholds. It provides the essential hazard component in a robust and verified context that can then, depending on the application, enable more focused and efficient deterministic modelling stages using models of choice.Recorded Presentation from the vICCE (YouTube Link): https://youtu.be/pssgiYdkEbM


2019 ◽  
Author(s):  
Bingchuan Nie ◽  
Qingyong Wuxi ◽  
Jiachun Li ◽  
Feng Xu

Abstract. A methodology for assessing the storm tide inundation under TCI (tropical cyclone intensification) and SLR (sea level rise) is proposed, which integrates the trend analysis, numerical analysis and GIS-based analysis. In the trend analysis, the potential TCI and SLR can be estimated based on the long-term historical data of TC (tropical cyclone) and MSL (mean sea level) considering the non-stationary and spatially non-uniform effect; the numerical simulation is relied on the ADCIRC+SWAN model, which is capable of taking into account the tide-surge-wave coupling effect to improve the precision of water elevation prediction; the water elevation is then analyzed on the GIS platform, the potential inundation regions can be identified. Based on this methodology, a case study for the Southeast China coast, one of the storm surge prone areas in China, is presented. The results show that the high water elevation tends to occur in the bays and around the estuaries, the maximal water elevations caused by the typhoon wind of 100-year recurrence period can reach as high as 6.06 m, 5.82 m and 5.67 m around Aojiang, Feiyunjiang and Oujiang river estuaries, respectively. Non-stationary TCI and SLR due to climate change can further deteriorate the situation and enhance the risk of inundation there, i.e. the potential inundation area would expand by 108 % to about 798 km2 compared with the situation without considering TCI and SLR. In addition, the remotely sensed maps and inundation durations of the hardest hit regions are provided, which will aid the prevention and mitigation of storm tide inundation hazard and future coastal management there.


2015 ◽  
Vol 3 (5) ◽  
pp. 3181-3224 ◽  
Author(s):  
S. Smolders ◽  
Y. Plancke ◽  
S. Ides ◽  
P. Meire ◽  
S. Temmerman

Abstract. Coastal lowlands and estuaries are subjected to increasing flood risks during storm surges due to global and regional changes. Tidal wetlands are increasingly valued as effective natural buffers for storm surges by dissipating wave energy and providing flood water storage. While previous studies focused on flood wave attenuation within and behind wetlands, this study focuses on the effects of estuarine wetland properties on the attenuation of a storm tide that propagates along the length of an estuary. Wetland properties including elevation, surface area, and location within the estuary were investigated using a numerical model of the Scheldt estuary (Belgium, SW Netherlands). For a spring tide lower wetland elevations result in more attenuation of high water levels along the estuary, while for a higher storm tide higher elevations provide more attenuation compared to lower wetland elevations. For spring and storm tide a arger wetland surface area results in a better attenuation along the estuary up to a threshold wetland size for which larger wetlands do not further contribute to more attenuation. Finally a wetland of the same size and elevation, but located more upstream in the estuary, can store a larger proportion of the local flood volume and therefore has a larger attenuating effect on upstream high water levels. With this paper we aim to contribute towards a better understanding and wider implementation of ecosystem-based adaptation to increasing estuarine flood risks associated with storms.


2011 ◽  
Vol 219-220 ◽  
pp. 1126-1132
Author(s):  
Shi Jun He ◽  
Wen Jun Zhou ◽  
Yu Zhang ◽  
Zhong Hua Chen

Aiming at the difficulties from adopting numerical calculation to solve storm surges at specific geographic, a coupling method of Support Vector Machine (SVM)-based storm surges prediction model and GIS was proposed in this paper. Utilized the powerful function provided by GIS including spatial analysis and data support, and rich graphic expression, combined with the advantages of model at the remarkable ability of numerical solution and analysis and forecasting, it can present spatial correlation and trends of spatial changes. The coupled result shows the spatial and temporal distribution chart of storm tide, which, to a certain degree, increased the analytical capabilities of MGIS and the ease of the model.


Sign in / Sign up

Export Citation Format

Share Document