منابع مشابه
Study of Bubble Size Distribution for Breaking Wave Propagates over a Submerged Dike
Breaking wave plays an important role in air-sea, wave-wave, wave-current, currentcurrent interaction. Wave breaking not only disturbs communication of sound chiefly because of the transient noise of the air-entrained bubbles. A useful analytical method, Gabor transformation, is applied due to its advantages over nonsymmetric and abrupt transition signals in breaking events. Numbers of bubbles ...
متن کاملEffect of squeeze on electrostatic TG wave damping
We present a 1D theory, neglecting radial dependency, for the damping of cylindrically symmetric plasma modes due to a cylindrically symmetric squeeze potential Vsq(z), applied to the axial midpoint of a non-neutral plasma column. Inside the plasma, particles experience a much smaller, Debye shielded squeeze potential φ0(z) of magnitude φs. Squeeze divides the plasma into passing and trapped pa...
متن کاملWave Reflection at Submerged Breakwaters
Several types of structures are used in Coastal Engineering with the aim of preventing shoreline erosion, such as groynes, detached breakwaters, submerged breakwaters, etc. Submerged breakwaters have the advantage of their minimal visual impact, which has made them ever more popular (Chang & Liou, 2007). When the incoming waves impinge on a submerged breakwater, a process of energy transformati...
متن کاملVirtual Dike: multiscale simulation of dike stability
We present a Virtual Dike simulation module developed as a part of a flood Early Warning System (EWS) for the UrbanFlood project. The UrbanFlood EWS is a distributed system that analyzes sensor data received in real-time from flood defenses (dikes, dams, etc.) and simulates dike stability, breaching and flood propagation. The aim of the Virtual Dike module is to develop an advanced multiscale m...
متن کاملذخیره 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: Coastal Engineering Proceedings
سال: 1966
ISSN: 2156-1028,0589-087X
DOI: 10.9753/icce.v10.16