Multi-scale calibration of a non-hydrostatic model for wave runup simulation

被引:4
作者
Amini, Erfan [1 ]
Marsooli, Reza [1 ]
机构
[1] Stevens Inst Technol, Dept Civil Environm & Ocean Engn, Hoboken, NJ 07030 USA
基金
美国海洋和大气管理局;
关键词
Phase-resolving wave model; Wave runup; Coastal flooding; Non-hydrostatic XBeach; Model calibration; Sensitivity analysis; SWASH; DYNAMICS; XBEACH;
D O I
10.1016/j.oceaneng.2023.115392
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Modeling wave runup on beaches and structures is an important step toward accurate coastal flood prediction. Depth-averaged non-hydrostatic models such as XBNH (XBeach Non-Hydrostatic) are computationally costeffective yet accurate tools to numerically simulate random wave runup. XBNH includes a number of calibration parameters, which are determined on a case-study basis. This study aims to investigate the range of XBNH input parameters that results in accurate predictions regardless of the application scale, benefiting future applications of XBNH that lack the measurements needed for model calibration. The study performs calibration and sensitivity analysis to investigate the model response to the input parameters for applications with different spatial scales, including small- and large-scale laboratory wave runup experiments and a real-scale field experiment. A Grid search method is utilized to perform a multi-scale calibration of the input parameters used in the parametrization of the wave breaking process in XBNH. The effect of parameters in the JONSWAP spectrum used to generate the offshore boundary conditions is investigated. Results show that using a single combination of calibrated input parameters, the model is able to capture random wave runup on beach, beach-dune, and beach-seawall systems with various spatial scales. Moreover, wave spectrum parameters can highly influence the model performance, and calibration of these parameters makes the model more robust to replicate the actual water surface fluctuations.
引用
收藏
页数:12
相关论文
共 55 条
[21]   Gradient-based learning applied to document recognition [J].
Lecun, Y ;
Bottou, L ;
Bengio, Y ;
Haffner, P .
PROCEEDINGS OF THE IEEE, 1998, 86 (11) :2278-2324
[22]   REPORT ON THE INTERNATIONAL WORKSHOP ON LONG-WAVE RUN-UP [J].
LIU, PLF ;
SYNOLAKIS, CE ;
YEH, HH .
JOURNAL OF FLUID MECHANICS, 1991, 229 :675-&
[23]   Uncertainty of wave runup prediction on coral reef-fringed coasts using SWASH model [J].
Liu, Ye ;
Liao, Zhiling ;
Fang, Kezhao ;
Li, Shaowu .
OCEAN ENGINEERING, 2021, 242
[24]   Shock-capturing non-hydrostatic model for fully dispersive surface wave processes [J].
Ma, Gangfeng ;
Shi, Fengyan ;
Kirby, James T. .
OCEAN MODELLING, 2012, 43-44 :22-35
[25]  
Mancini G, 2020, COASTAL ENG P, V35, DOI [10.9753/icce.v36v.papers.35, DOI 10.9753/ICCE.V36V.PAPERS.35]
[26]   Random wave runup on seawalls near shorelines with and without artificial reefs [J].
Mase, H ;
Miyahira, A ;
Hedges, TS .
COASTAL ENGINEERING JOURNAL, 2004, 46 (03) :247-268
[27]   RANDOM WAVE RUNUP HEIGHT ON GENTLE SLOPE [J].
MASE, H .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1989, 115 (05) :649-661
[28]   Large-scale Barrier Dynamics Experiment II (BARDEX II): Experimental design, instrumentation, test program, and data set [J].
Masselink, Gerd ;
Ruju, Andrea ;
Conley, Daniel ;
Turner, Ian ;
Ruessink, Gerben ;
Matias, Ana ;
Thompson, Charlie ;
Castelle, Bruno ;
Puleo, Jack ;
Citerone, Veronica ;
Wolters, Guido .
COASTAL ENGINEERING, 2016, 113 :3-18
[29]   Swash-zone morphodynamics [J].
Masselink, Gerhard ;
Puleo, Jack A. .
CONTINENTAL SHELF RESEARCH, 2006, 26 (05) :661-680
[30]   A global evaluation of the JONSWAP spectra suitability on coastal areas [J].
Mattia Mazzaretto, Ottavio ;
Menendez, Melisa ;
Lobeto, Hector .
OCEAN ENGINEERING, 2022, 266