000780443 000__ 04729cam\a2200553Ii\4500 000780443 001__ 780443 000780443 005__ 20230306143010.0 000780443 006__ m\\\\\o\\d\\\\\\\\ 000780443 007__ cr\nn\nnnunnun 000780443 008__ 170329t20172017sz\a\\\\ob\\\\001\0\eng\d 000780443 019__ $$a980439538$$a980701716$$a981226289$$a981685092$$a981840162$$a984860358 000780443 020__ $$a9783319479712$$q(electronic book) 000780443 020__ $$a3319479717$$q(electronic book) 000780443 020__ $$z9783319479699 000780443 020__ $$z3319479695 000780443 0247_ $$a10.1007/978-3-319-47971-2$$2doi 000780443 035__ $$aSP(OCoLC)ocn979992046 000780443 035__ $$aSP(OCoLC)979992046$$z(OCoLC)980439538$$z(OCoLC)980701716$$z(OCoLC)981226289$$z(OCoLC)981685092$$z(OCoLC)981840162$$z(OCoLC)984860358 000780443 040__ $$aN$T$$beng$$erda$$epn$$cN$T$$dEBLCP$$dN$T$$dGW5XE$$dYDX$$dNJR$$dUAB$$dOCLCF$$dIOG$$dCOO$$dAZU$$dUPM 000780443 049__ $$aISEA 000780443 050_4 $$aQA911 000780443 066__ $$c(S 000780443 08204 $$a532.05$$223 000780443 1001_ $$aCastro-Orgaz, Oscar,$$eauthor. 000780443 24510 $$aNon-hydrostatic free surface flows /$$cOscar Castro-Orgaz, Willi H. Hager. 000780443 264_1 $$aCham, Switzerland :$$bSpringer,$$c[2017]. 000780443 264_4 $$c©2017 000780443 300__ $$a1 online resource :$$billustrations. 000780443 336__ $$atext$$btxt$$2rdacontent 000780443 337__ $$acomputer$$bc$$2rdamedia 000780443 338__ $$aonline resource$$bcr$$2rdacarrier 000780443 347__ $$atext file$$bPDF$$2rda 000780443 4901_ $$aAdvances in geophysical and environmental mechanics and mathematics 000780443 504__ $$aIncludes bibliographical references and index. 000780443 5050_ $$6880-01$$aPreface; Acknowledgements; Contents; 1 Introduction; 1.1 Aim and Scope; 1.2 Hydrostatic and Non-hydrostatic Free Surface Flows; 1.3 Historical Background; 1.4 Non-hydrostatic Flows and Environmental Mechanics; 1.5 Methodology; References; 2 Vertically Integrated Non-hydrostatic Free Surface Flow Equations; 2.1 Introduction; 2.2 Vertically Integrated Equations in Continuum Mechanical Description; 2.2.1 Basic Conservation Laws; 2.2.2 Depth-Integrated Continuity Equation; 2.2.3 Depth-Integrated Momentum Equations in Horizontal Plane 000780443 5058_ $$a2.2.4 Non-hydrostatic Stresses in z-Direction and Vertical Velocity Profile2.3 Shallow Flow Approximation and Depth-Averaged Equations; 2.4 Simplified Forms of Non-hydrostatic Extended Flow Equations; 2.4.1 RANS Model for River Flow; 2.4.2 One-Dimensional Water Waves Over Horizontal Topography; 2.4.3 Turbulent Uniform Flow on Steep Terrain; 2.4.4 Flows Over Curved Beds; 2.4.5 Enhanced Gravity; 2.4.6 Non-hydrostatic Model Including Friction Effects; 2.5 Sediment Transport and Movable Beds; 2.5.1 Introduction; 2.5.2 Non-hydrostatic Unsteady Free Surface Flow with Bed-Load Sediment Transport 000780443 5058_ $$a2.6 Numerical Methods for Boussinesq-Type Models2.6.1 Unsteady Flow Simulations; 2.6.2 Steady Flow Simulations; 2.7 Higher-Order Equations; 2.7.1 Fawer-Type Equations; 2.7.2 Moment Equations; References; 3 Inviscid Channel Flows; 3.1 Introduction; 3.2 Potential Flow Theory; 3.2.1 Fundamentals; 3.2.2 Conservation Laws; 3.2.3 Flow Net; 3.3 Picard Iteration; 3.3.1 General Aspects of Iterative Solutions; 3.3.2 Second-Order Velocity Field; 3.3.3 Third-Order Velocity Field; 3.4 Approximate Treatment of Flow Net Geometry; 3.4.1 Velocity Profile; 3.4.2 Extended Equations 000780443 5058_ $$a3.7.5 Determination of Velocity and Pressure Distributions3.8 Free Overfall; 3.8.1 Picard Iteration; 3.8.2 Curvilinear Flow at the Brink Section; 3.8.3 Moment of Momentum Method; 3.8.4 Two-Dimensional Solution; 3.8.5 Flow Net; 3.9 Transition from Mild to Steep Slopes; 3.9.1 Picard Iteration; 3.9.2 Two-Dimensional Solution; 3.9.3 Flow Net; 3.10 Flow Over Round-Crested Weirs; 3.10.1 Picard Iteration; 3.10.2 Dressler's Theory; 3.10.3 Two-Dimensional Solution; 3.10.4 Flow Nets; 3.11 Sharp-Crested Weir; 3.11.1 Critical Flow; 3.11.2 Profile of High Dams; 3.12 Critical Flow Over Weir Profiles 000780443 506__ $$aAccess limited to authorized users. 000780443 520__ $$aThis book provides essential information on the higher mathematical level of approximation over the gradually varied flow theory, also referred to as the Boussinesq-type theory. In this context, it presents higher order flow equations, together with their applications in a broad range of pertinent engineering and environmental problems, including open channel, groundwater, and granular material flows. 000780443 588__ $$aVendor-supplied metadata. 000780443 650_0 $$aFluid dynamics. 000780443 7001_ $$aHager, Willi H.,$$eauthor. 000780443 77608 $$iPrint version:$$z3319479695$$z9783319479699$$w(OCoLC)959034161 000780443 830_0 $$aAdvances in geophysical and environmental mechanics and mathematics. 000780443 852__ $$bebk 000780443 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-47971-2$$zOnline Access$$91397441.1 000780443 909CO $$ooai:library.usi.edu:780443$$pGLOBAL_SET 000780443 980__ $$aEBOOK 000780443 980__ $$aBIB 000780443 982__ $$aEbook 000780443 983__ $$aOnline 000780443 994__ $$a92$$bISE