Numerical simulation of the propagation of ship-induced Riemann waves of depression into the Venice Lagoon

被引:9
作者
Rodin, Artem [1 ]
Soomere, Tarmo [1 ,2 ]
Parnell, Kevin E. [1 ,3 ,4 ]
Zaggia, Luca [5 ]
机构
[1] Tallinn Univ Technol, Inst Cybernet, EE-12618 Tallinn, Estonia
[2] Estonian Acad Sci, EE-10130 Tallinn, Estonia
[3] James Cook Univ, Coll Marine & Environm Sci, Townsville, Qld 4811, Australia
[4] James Cook Univ, Ctr Trop Environm & Sustainabil Sci, Townsville, Qld 4811, Australia
[5] CNR, Inst Marine Sci, I-30122 Venice, Italy
关键词
vessel wakes; nonlinear waves; shallow-water waves; Riemann wave; bore formation; Venice Lagoon; OF-VENICE; GENERATED WAVES; SOLITARY WAVES; RUN-UP; WAKES; SQUAT; VARIABILITY; DISTURBANCE; PREDICTION; STEEPNESS;
D O I
10.3176/proc.2015.1.04
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Large in situ measured ship-induced depression waves (Bernoulli wakes) in the Malamocco-Marghera industrial channel of the Venice Lagoon are interpreted as long-living strongly nonlinear Riemann (simple) waves of depression. The properties of these depressions are numerically replicated using nonlinear shallow water theory and the CLAWPACK software. The further behaviour of measured depressions is analysed by means of replicating the vessel-induced disturbances with the propagation of initially smooth free waves. It is demonstrated that vessel-driven depressions of substantial height (>0.3 m) often propagate for more than 1 km from the navigation channel into areas of the lagoon of approximately 2 m water depth. As a depression wave propagates into the lagoon, its front slope becomes gradually less steep, but the rear slope preserves an extremely steep bore-like appearance and the amplitude becomes almost independent of the initial properties of the disturbance. Analysis suggests that even modest ships in terms of their size, sailing speed, and blocking coefficient may generate deep depressions that travel as compact and steep entities resembling asymmetric solitary waves over substantial distances into shallow water adjacent to navigation channels. Their impact may substantially increase the environmental impact of ship wakes in this and similar water bodies.
引用
收藏
页码:22 / 35
页数:14
相关论文
共 71 条
  • [61] Water transport in wake waves from high-speed vessels
    Soomere, Tarmo
    Parnell, Kevin E.
    Didenkulova, Ira
    [J]. JOURNAL OF MARINE SYSTEMS, 2011, 88 (01) : 74 - 81
  • [62] Sorensen R.M., 1973, Advances in HydroScience, V9, P49, DOI [10.1016/B978-0-12-021809-7.50007-9, DOI 10.1016/B978-0-12-021809-7.50007-9]
  • [63] Stumbo S, 1999, MAR TECHNOL SNAME N, V36, P248
  • [64] Identification of ship wake structures by a time-frequency method
    Torsvik, T.
    Soomere, T.
    Didenkulova, I.
    Sheremet, A.
    [J]. JOURNAL OF FLUID MECHANICS, 2015, 765 : 229 - 251
  • [65] Variability in spatial patterns of long nonlinear waves from fast ferries in Tallinn Bay
    Torsvik, T.
    Didenkulova, I.
    Soomere, T.
    Parnell, K. E.
    [J]. NONLINEAR PROCESSES IN GEOPHYSICS, 2009, 16 (02) : 351 - 363
  • [66] Torsvik T., 2008, Estonian Journal of Engineering, V14, P232, DOI DOI 10.3176/ENG.2008.3.04
  • [67] Waves Generated by a Pressure Disturbance Moving in a Channel with a Variable Cross-Sectional Topography
    Torsvik, Tomas
    Pedersen, Geir
    Dysthe, Kristian
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2009, 135 (03): : 120 - 123
  • [68] Full scale study of the wash of high speed craft
    Varyani, KS
    [J]. OCEAN ENGINEERING, 2006, 33 (5-6) : 705 - 722
  • [69] Wehausen J. V., 1973, Adv. Appl. Mech., V13, P93, DOI [10.1016/S0065-2156(08)70144-3, DOI 10.1016/S0065-2156(08)70144-3]
  • [70] Whitham GB., 1974, LINEAR NONLINEAR WAV