Nonclassical Mesoscale Fronts Caused by Solitary Waves

Slides:



Advertisements
Similar presentations
Change of the flow state
Advertisements

Spillways Abdüsselam ALTUNKAYNAK, PhD Associate Professor,
Chapter 13: Momentum Principles in Open-Channel
Lecture 9 Dynamics of vertical motion (convection)
Free Convection: General Considerations and Results for Vertical and Horizontal Plates Chapter 9 Sections 9.1 through 9.6.2, 9.9.
Cumulus Forced; pushed upward by external forces, i.e. lifting by surface convergence, topography etc. Active; growing upward from self-forcing, i.e. buoyancy,
Sandy desert Modifications of the surface radiation budget.
The hydraulic jump. “As one watches them (clouds), they don’t seem to change, but if you look back a minute later, it is all very different.” - Richard.
LECTURE 13 TURBIDITY CURRENTS AND HYDRAULIC JUMPS
HURRICANE DEVELOPMENT What conditions are required? Water temperatures > 26.5°C Convergence of surface winds Upper air divergence Organized mass of thunderstorms.
Gates. Gates Gates are used to control the discharge and also to stop the flow if required. Gates are used to control the discharge and also to stop the.
Flow over an Obstruction MECH 523 Applied Computational Fluid Dynamics Presented by Srinivasan C Rasipuram.
ATM S 542 Synoptic Meteorology Overview Gregory J. Hakim University of Washington, Seattle, USA Vertical structure of the.
Fronts and Mid-latitude Cyclones
Atmospheric Analysis Lecture 3.
Pertemuan Open Channel 2. Bina Nusantara VARIED FLOW IN OPEN CHANNELS.
ENGR 215 ~ Dynamics Sections Impulse and Linear Momentum In this section we will integrate the equation of motion with respect to time and.
Weather systems & mountains Chapter 8 Cold Air Damming in Lackmann (2011) Chapter 8.2 Orographic effects in Wallace and Hobbs (2006) see Elsevier companion.
Thermally-Driven Circulations in Mountain Terrain.
Hydraulic Jump as an application of Momentum Equation
1 Numerical Hydraulics Numerical solution of the St. Venant equation, FD-method Wolfgang Kinzelbach with Marc Wolf and Cornel Beffa.
1 Numerical Hydraulics Open channel flow 1 Wolfgang Kinzelbach with Marc Wolf and Cornel Beffa.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 10: OPEN CHANNEL FLOWS
CE 1501 Selected Topic: Open Channel Flow Reading: Munson, et al., Chapter 10.
Conservation of momentum also known as: Cauchy’s equation Relation between stress and strain rate 4 equations, 12 unknowns; need to relate flow field and.
Flow and Thermal Considerations
Hans Burchard Leibniz Institute for Baltic Sea Research Warnemünde Coastal Ocean Dynamics First course: Hydrodynamics.
Chapter 7 continued Open Channel Flow
Hydraulic Routing in Rivers
II. Synoptic Atmospheric Destabilization Processes Elevated Mixed Layer (EML) Synoptic Lifting Dynamic Destabilization Differential Advection.
LECTURE 8 LAYER-AVERAGED GOVERNING EQUATIONS FOR TURBIDITY CURRENTS
Fluid Forces Mrs. Clarici
EVAT 554 OCEAN-ATMOSPHERE DYNAMICS FILTERING OF EQUATIONS OF MOTION FOR ATMOSPHERE (CONT) LECTURE 7 (Reference: Peixoto & Oort, Chapter 3,7)
Section 5.4 Gravity Waves. Gravity Waves Gravity acts as the restoring force on parcels displaced from hydrostatic equilibrium. Pure gravity exists when.
Distributed Flow Routing Surface Water Hydrology, Spring 2005 Reading: 9.1, 9.2, 10.1, 10.2 Venkatesh Merwade, Center for Research in Water Resources.
Free Convection: General Considerations and Results for Vertical and Horizontal Plates 1.
PRESSURE in WATER F = force exerted by water against a body A = area of that body over which F is applied water pressure = mass of water above body pressure.
Fluid Dynamics Stream Ecosystems. Fluid Dynamics Lecture Plan First consider fluids, stress relationships and fluid types Then consider factors affecting.
Gravity and Acceleration Objects near the surface of Earth fall to Earth due to the force of gravity.  Gravity is a pulling force that acts between two.
Hydraulic Routing in Rivers Reference: HEC-RAS Hydraulic Reference Manual, Version 4.1, Chapters 1 and 2 Reading: HEC-RAS Manual pp. 2-1 to 2-12 Applied.
PRESSURE in WATER F = force exerted by water against submersed body  A = area of that body over which F is applied  water pressure = mass of water above.
Overview of Tropical Cyclones AOS 453 April 2004 J. P. Kossin CIMSS/UW-Madison.
Class 8. Oceans Figure: Ocean Depth (mean = 3.7 km)
PRESSURE in WATER F = force exerted by water against submersed body F = force exerted by water against submersed body  A = area of that body over which.
Basic Hydrology & Hydraulics: DES 601 Module 16 Open Channel Flow - II.
CFX Slide serial no 1 © 2003 ANSYS CFX CFX-5.6 Multiphase Course Free Surface Lecture 5 Free Surface Flow.
Mountain windstorms Downslope windstorms: general term of a windstorm in which air flows down the side of a mountain. Local names include: Foehn: Alps.
A preliminary investigation of an atmospheric bore and a waves atop a cold front that moved across northern Alabama on 4 December 2008 Patrick Gatlin ATS.
Modelling of Marine Systems. Shallow waters Equations.
Basic Hydraulics: Open Channel Flow – II
Gravity currents, bores and flow over obstacles
Water Can Jump!!!! Hydraulic Jump Phenomena
ATM S 542 Synoptic Meteorology Overview
Gravity and Acceleration
Robert Fovell Meteorology – Lecture 17 Robert Fovell
Downdraft Storms Lecture 12a
Ocean Currents & Climate
Elevation (meters) Air Pressure (percent of sea level)
Reynolds Number Froude Number
Typical Estuarine Circulation
Conservation of momentum
Kinetic Theory.
hot air forms near Equator
Kinetic Theory.
Downslope Wind Events.
Instituto Superior Técnico instituto superior técnico
Force acting between two long, parallel, current-carrying conductors
Downslope windstorms:
Richard B. Rood (Room 2525, SRB) University of Michigan
BAE 6333 – Fluvial Hydraulics
Presentation transcript:

Nonclassical Mesoscale Fronts Caused by Solitary Waves 1. Hydraulic Jumps 2. Bores 3. Density Currents

1. Hydraulic Jumps The dynamic upfold of isentropic surfaces at the location of abrupt mass flux convergence accompanying a local near-surface surge in mass.

2. Bores A shallow, intense, near-surface wave forced by an upstream or downstream mass impulse and very effective at forward downward momentum fluxes and rearward upward momentum fluxes.

3. Density Currents A local, near-surface density gradient typically preceding relatively cold air or a surge of mass flowing out of deep convection, down a mountain, parallel to a mountain or over a relatively smooth surface.

Bore Genesis Supercriticality, Partial Blocking, Complete Blocking and Subcriticality all refer to the relative depth of the impulsive density current (Do) to the depth of the downstream inversion (Ho).

Bore Genesis Subcriticality: Ho >>> Do Supercriticality: Ho >> Do Partial Blocking: Ho > Do Complete Blocking: Ho < Do

Velocity Equations 1. 2. 3. 4.

Density Current Depth