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Listar por autor "Herrera Gamboa, María Piedad"

Mostrando ítems 1-9 de 9

Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions

GÓMEZ-MARTÍN, M. ESTHER; Herrera, Maria P.; Gonzalez-Escriva, J.A.; Medina, Josep R. (MDPI AG, 2018)

[EN] Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests conducted in non-overtopping and non-breaking conditions. However, most of the breakwaters built around the world are ...
Distribution of individual wave overtopping volumes on mound breakwaters

Molines, Jorge; Herrera, Maria P.; GÓMEZ-MARTÍN, M. ESTHER; Medina, Josep R. (Elsevier, 2019-07)

[EN] Conventional mound breakwaters are usually designed to withstand low mean wave overtopping discharges and a low proportion of overtopping waves (P-ow). Existing formulas to estimate P-ow, and maximum individual wave ...
Estimations of wave forces on crown walls based on wave overtopping rates

Molines, Jorge; Herrera Gamboa, María Piedad; Medina, Josep R. (Elsevier, 2018)

[EN] In this study, seven input variables are used to estimate wave forces on the crown wall, and explanatory variables are ranked using neural network techniques. 274 small-scale 2D tests, including both wave overtopping ...
Estudio de soluciones de ampliación del puerto deportivo de Pobla Marina (T.M de Puebla de Farnals, Valencia). Obras de abrigo y reordenación interior

Payá Jover, María Ángeles (Universitat Politècnica de València, 2017-07-05)

[EN] The next research named "Study of solutions of extension of the Pobla Marina (T.M of Puebla de Farnals, Valencia). Works and internal rearrangement ¿has been done as final Degree Work. The aim is to develop a proposal ...
Hydraulic stability of nominal and sacrificial toe berms for mound breakwaters on steep sea bottoms

Herrera Gamboa, María Piedad; Molines, Jorge; Medina, Josep R. (Elsevier, 2016)

[EN] When mound breakwaters are placed on steep sea bottoms in combination with very shallow waters, the design of the toe berm becomes a relevant issue. Toe berms built close to the water surface on a steep sea bottom ...
Hydraulic stability of rock armors in breaking wave conditions

Herrera Gamboa, María Piedad; GÓMEZ-MARTÍN, M. ESTHER; Medina, Josep R. (Elsevier, 2017)

[EN] Armor layers of mound breakwaters are usually designed with empirical formulas based on small-scale tests in non-breaking wave conditions. However, most rubble mound breakwaters are constructed in the depth-induced ...
Mound Breakwater Design in Depth-Limited Breaking Wave Conditions

Herrera Gamboa, María Piedad (Universitat Politècnica de València, 2017-06-08)

The design of rubble mound breakwaters usually focuses on the main armor layer. A review of the existing literature reveals that different equations are used to design rock armors in non-breaking wave conditions. However, ...
Placement, porosity and randomness of cube and Cubipod armor layers

Pardo de Gregorio, Vicente; Herrera Gamboa, María Piedad; Molines Llodra, Jorge; Medina Folgado, Josep Ramon (American Society of Civil Engineers, 2014)

Although little attention is usually given to the armor porosity and armor randomness of randomly placed concrete armor units in mound breakwaters, significant model effects may occur if armor porosity and randomness are ...
Toe berm design for very shallow waters on steep sea bottoms

Herrera Gamboa, María Piedad; Medina Folgado, Josep Ramon (Elsevier, 2015-09)

The toe berm is a relevant design element when rubble mound breakwaters are built on steep sea bottoms in breaking conditions. Different design formulas can be found in the literature to predict the damage caused to submerged ...