SLIM: a numerical model to evaluate the factors controlling the evolution of intertidal mudflats in Venice Lagoon, Italy

2004 ◽  
Vol 51 (1-4) ◽  
pp. 257-280 ◽  
Author(s):  
Sergio Cappucci ◽  
Carl L. Amos ◽  
Taro Hosoe ◽  
Georg Umgiesser
Keyword(s):  
Numerical Model ◽  
Venice Lagoon ◽  
Intertidal Mudflats

scholarly journals THE SIGNIFICANCE OF WAVE REFLECTION ON THE MORPHOLOGY OF INTERTIDAL MUDFLATS

2011 ◽  
Vol 1 (32) ◽  
pp. 50
Author(s):  
Elizabeth Chellew ◽  
Kate Rossington ◽  
Ian Townend ◽  
Carl Amos ◽  
Stephen Richardson
Keyword(s):  
Numerical Model ◽  
Wave Reflection ◽  
Wave Interaction ◽  
Equilibrium Form ◽  
Southampton Water ◽  
Intertidal Mudflats ◽  
Reflected Wave

The influence of seawalls in modifying the equilibrium form of a shoreline has previously caused extensive debate. A numerical model was used to predict the equilibrium form of muddy intertidal profiles, along a shoreline in Southampton Water, UK. It was found that the profile containing a seawall had a very different profile form to the undefended sites, and that this seawall profile could not be accurately represented in the model. The model was extended to include wave reflection from the seawall, producing a new prediction with a much improved resemblance of the observed profile. It was concluded that the likely cause of the different profile form at the site of the seawall in this case, is due incident and reflected wave interaction.

Water Flow Modelling of the Venice Lagoon

1993 ◽  
Author(s):  
Enrico Marchi ◽  
Attilio Adami ◽  
Alfredo Caielli ◽  
Giovanni Cecconi
Keyword(s):  
Water Flow ◽  
Venice Lagoon ◽  
Flow Modelling

NUMERICAL MODEL TO SIMULATE THE EROSION ON THE SLOPE DUE TO OVERTOPPING

2010 ◽  
Vol 13 (3) ◽  
pp. 78-87
Author(s):  
Hoai Cong Huynh
Keyword(s):  
Numerical Model ◽  
Flow Model ◽  
Bed Load ◽  
Experiment Data ◽  
Step Method ◽  
Morphological Model ◽  
Load Transport ◽  
Bed Load Transport ◽  
The Finite Difference Method ◽  
Good Agreement

The numerical model is developed consisting of a 1D flow model and the morphological model to simulate the erosion due to the water overtopping. The step method is applied to solve the water surface on the slope and the finite difference method of the modified Lax Scheme is applied for bed change equation. The Meyer-Peter and Muller formulae is used to determine the bed load transport rate. The model is calibrated and verified based on the data in experiment. It is found that the computed results and experiment data are good agreement.

A numerical model to verify the communication between Gari and Peccia springs (Cassino, Central Italy)

2015 ◽  
Vol 35 ◽  
pp. 268-271
Author(s):  
Michele Saroli ◽  
Michele Lancia ◽  
Marco Petitta ◽  
Gabriele Scarascia Mugnozza
Keyword(s):  
Numerical Model ◽  
Central Italy

Consumer control of the establishment of marsh foundation plants in intertidal mudflats

2016 ◽  
Vol 547 ◽  
pp. 79-89 ◽  
Author(s):  
RF Freitas ◽  
EC Schrack ◽  
Q He ◽  
BR Silliman ◽  
EB Furlong ◽  
...  
Keyword(s):  
Intertidal Mudflats ◽  
Consumer Control
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