The Cross-Dike Failure Probability by Wave Overtopping over Grass-Covered and Damaged Dikes

نویسندگان

چکیده

A probabilistic framework is developed to calculate the cross-dike failure probability by overtopping waves on grass-covered dikes. The of dike profiles including transitions and damages can be computed find most likely location quantify decrease in when this strengthened. erosion depth along profile calculated using distributions for water level, wind speed cover strength. Failure defined as exceedance 20 cm topsoil grass eroded. shows that landward toe vulnerable wave overtopping. Herein, quality significantly affects up a factor 1000. Next, different types slope are calculated. In case damage where still intact strong, fail at due high flow velocity additional load change. However, also damaged, between 4 125 times higher than regular profile.

برای دانلود باید عضویت طلایی داشته باشید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Vulnerability of Buildings on Coastal Dikes due to Wave Overtopping

The vulnerability of buildings on coastal dikes due to overtopping wave impacts is difficult to assess. A method is developed in this paper to quantify the vulnerability of masonry buildings on a coastal dike exposed to wave overtopping. Using previous studies, the accidental loads due to the extreme wave impacts are characterized. Using the approach from Eurocode 6, the strength of masonry bui...

متن کامل

Numerical Simulation of Wave Overtopping Over Composite Berm Breakwater

Breakwaters have changed a lot during their design history. Overtopping is an important parameter that its evaluation and reduction has always been noticed. In this study, the wave overtopping of composite berm breakwater as a new conceptual structure has been investigated numerical modeling was performed using FLOW-3D software. Then, based on  a laboratory model conducted by Losada et al, cali...

متن کامل

Probability of dike failure due to uplifting and piping

A methodology is presented for determining the probability of dikes failing due to uplifting and piping using directional sampling. The study concerns one dike section in the lower river area of The Netherlands. For this dike section, the three most important random quantities are: the North-Sea water level, the river Rhine discharge, and the critical head in the event of uplifting and piping. ...

متن کامل

Determination of the Height and Overtopping failure of Reservoir Dams by Using Reliability Analysis (Case Study: Namrood Dam)

Generally, the design of dams and other hydraulic structures is carried out based on deterministic approaches. However, there are many uncertainties in the estimation of different effective parameters in hydraulic structures design. The inherent uncertainties in these parameters necessitate reliability analysis to ensure the structure stability. In this study, after investigating various uncert...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

ژورنال

عنوان ژورنال: Water

سال: 2021

ISSN: ['2073-4441']

DOI: https://doi.org/10.3390/w13050690