Stable Limits of Concrete Armor Blocks on a Gentle Slope Seawall
نویسندگان
چکیده
منابع مشابه
Additional context for gentle-slope systems
Interpreting general purpose programming constructs can be difficult because it requires context, such as knowledge of language syntax or idioms, which users may not have readily available. In such cases other source of context may complement or substitute. This paper proposes annotating program comments with hyperlinks that the user can select to restore the complete runtime state of the progr...
متن کاملDependence of CO2 advection patterns on wind direction on a gentle forested slope
Gravitational flows generated on a gentle slope in stable conditions were analysed at a forested site at Vielsalm in Belgium. There were two distinct situations at the site, one corresponding to vertical convergence, characterised by a negative vertical velocity at the canopy top and horizontal velocity divergence below the canopy, the other corresponding to an equilibrium situation without any...
متن کاملthe effect of taftan pozzolan on the compressive strength of concrete in the environmental conditions of oman sea (chabahar port)
cement is an essential ingredient in the concrete buildings. for production of cement considerable amount of fossil fuel and electrical energy is consumed. on the other hand for generating one tone of portland cement, nearly one ton of carbon dioxide is released. it shows that 7 percent of the total released carbon dioxide in the world relates to the cement industry. considering ecological issu...
Limits of Stable Pairs
Let (X0, B0) be the canonical limit of a one-parameter family of stable pairs, provided by the log Minimal Model Program. We prove that X0 is S2 and that ⌊B0⌋ is S1, as an application of a general local statement: if (X,B+ ǫD) is log canonical and D is Q-Cartier then D is S2 and ⌊B⌋ ∩D is S1, i.e. has no embedded components. When B has coefficients < 1, examples due to Hacking and Hassett show ...
متن کاملExperimental Investigation of the Characteristics of Hydraulic Jump in a Diverging Stilling Basin with an Adverse Slope Using Baffle Blocks
Stilling basins have been used as an energy dissipater downstream of hydraulic structures. Dimensions of the stilling basins depends on hydraulic jump characteristics. In this research diverging hydraulic jump with an adverse slope using baffle blocks and an end sill have been studied experimentally and effect of diverging angle of the walls, adverse bed slope and baffle blocks on the hydraulic...
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: PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN
سال: 1993
ISSN: 0912-7348,1884-8265
DOI: 10.2208/prooe.9.319