Reynolds Number Froude Number

Slides:



Advertisements
Similar presentations
Particle Fall through the atmosphere
Advertisements

PROCESSES OF TRANSPORT & SEDIMENTARY STRUCTURES
Flow Regime and Sedimentary Structures
1B Clastic Sediments Lecture 27 SEDIMENT TRANSPORT Onset of motion
1B Clastic Sediments Lecture 28 BEDFORMS IN COHESIONLESS SUBSTRATE Structure of bedforms Formative conditions Unidirectional and Oscillating flows NH
GEOLOGY 1B: CLASTIC SEDIMENTS
CLASTIC TRANSPORT AND FLUID FLOW
Aero-Hydrodynamic Characteristics
LECTURE 13 TURBIDITY CURRENTS AND HYDRAULIC JUMPS
Rivers. Where Do Rivers Get Their Water? 466 Drainage Basin – provides water for the river. Drainage Basin – provides water for the river.
HYDRAULIC 1 CVE 303.
15. Physics of Sediment Transport William Wilcock (based in part on lectures by Jeff Parsons) OCEAN/ESS
Pertemuan Open Channel 2. Bina Nusantara VARIED FLOW IN OPEN CHANNELS.
MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 10: OPEN CHANNEL FLOWS
Pertemuan HYDRODYNAMIC 2
Open channel hydraulics
Chapter 2: Transportation and Deposition of Siliciclastic Sediment Fluid Flow Particle transportation in a fluid Particle transport by sediment gravity.
CE 1501 Selected Topic: Open Channel Flow Reading: Munson, et al., Chapter 10.
Lecture 3 Sediment transport. Processes of transport (And a few examples)
HYDRAULICS AND SEDIMENT TRANSPORT: RIVERS AND TURBIDITY CURRENTS
Chapter 7 continued Open Channel Flow
Chapter 4: Fluid Flow and Sediment Transport
Chapter 3: Clastic Transport and Fluid Flow. Weathered rock and mineral fragments are transported from source areas to depositional sites (where they.
Hydrostatics: Fluids at Rest. applying Newtonian principles to fluids hydrostatics—the study of stationary fluids in which all forces are in equilibrium.
Reynolds Number (Re) Re = R = A/P V = mean velocity  /  =  (which is kinematic viscosity) Re = VR(  /  ), where Driving Forces Resisting Force Re.
Fluvial processes As with most geomorphic processes, Rivers operate as a function of a dynamic equilibrium between - Driving forces and Resisting forces.
Fluvial Processes “the great sculptor of the landscape”
Flowing Water: Sediment Transport and Landforms. Medium-term Plan 10/27Lecture 13. The Sediment Factory: Source to Sink 11/01Lecture 14. Flowing Water:
Boundary layer concept
Engineering Low-Head Dams for Function and Safety Fritz R. Fiedler Department of Civil Engineering University of Idaho.
Hydraulic & Pneumatic Systems
Hydraulics for Hydrographers Basic Hydrodynamics
Suspended Load Bed Load 1. Bedload Transport transport rate of sediment moving near or in contact with bed particles roll or hop (saltate), with grain-to-grain.
Ch. 11 Forces in Fluids. Pressure Pressure-force per unit area on a surface Unit of measurement: pascal (Pa): 1 N/m 2 A fluid is any substance that can.
Flow Energy PE + KE = constant between any two points  PE (loss) =  KE (gain) Rivers are non-conservative; some energy is lost from the system and can.
Biomechanical Principles of Motion through air and water
Human movement through air and water
ERT 349 SOIL AND WATER ENGINEERING
Fluid Dynamics Stream Ecosystems. Fluid Dynamics Lecture Plan First consider fluids, stress relationships and fluid types Then consider factors affecting.
4.2 Notes RESISTANCE IN FLUID SYSTEMS. Resistance in Fluid Systems Drag - the force opposing motion when a solid moves through a fluid Drag occurs only.
Resistance in Fluid Systems Mr. Andracke Principles of Technology.
The Laws of Motion Newton’s Three Laws of Motion:
15. Physics of Sediment Transport William Wilcock (based in part on lectures by Jeff Parsons) OCEAN/ESS 410.
Linear and Angular Motion. The greater the applied impulse the greater the increase in velocity. Principle 4 – Linear Motion.
Open Channel Hydraulics
Physics Section 8.3 Apply the properties of flowing fluids The flow of a fluid is laminar if every particle that passes a particular point moves along.
CE 1501 Flow Over Immersed Bodies Reading: Munson, et al., Chapter 9.
Bedforms in Unidirectional Flow
Basic Hydrology & Hydraulics: DES 601 Module 16 Open Channel Flow - II.
How Streams Transport Material 13.2 Stream Erosion & Deposition.
Aeolian Environments Navajo Sandstone (Jurassic, Utah)Sahara Desert.
OPEN CHANNEL FLOW  Any liquid flowing in a conduit or channel that is not completely filled and sealed (open to atmosphere) is considered an open channel.
Key Concepts Earth surface transport systems Properties of water, air & ice Characterizing fluid flow Grain entrainment Modes of grain movement Sediment-gravity.
Sediment Transport Modelling Lab. The Law of the Wall The law of the wall states that the average velocity of a turbulent flow at a certain point is proportional.
Sedimentology Flow and Sediment Transport (1) Reading Assignment: Boggs, Chapter 2.
Chapter 5.2 Notes Bernoulli’s Principle. Bernoulli’s Principle says that as the velocity of a fluid (such as air) increases, the pressure in the fluid.
Weakly nonlinear analysis of dunes by the use of a sediment transport formula incorporating the pressure gradient Satomi Yamaguchi (Port and airport Institute,
Basic Hydraulics: Open Channel Flow – II
Basic sediment transport
Open Channel Hydraulic
Reynolds Number (Re) Viscosity: resistance of a liquid to change of form. Inertia: resistance of an object (body) to a change in its state of motion.
Water Can Jump!!!! Hydraulic Jump Phenomena
Sediment Transport Mechanics
ERT 349 SOIL AND WATER ENGINEERING
Sediment Transport.
Exercise 1: Fenton River Floodplain Exercise
OCEAN/ESS Physics of Sediment Transport William Wilcock (based in part on lectures by Jeff Parsons)
pub/ hurtado/2412
Introduction/Open-Channel Flow
Fluvial Hydraulics CH-3
Presentation transcript:

Ch-3. There are several equations useful in understanding hydraulics and sediments deposits. Reynolds Number Froude Number These numbers helps us to understand the relationship between fluid flow, the type of bedforms produced along the surface, and the mechanism by which entrained particles move.

Reynolds Number addressed the problem of how laminar flow changes to turbulent flow. the transition from laminar to turbulent flow occurs as velocity increases, viscosity decrease, the roughness of the flow boundary increases, and/or the flow becomes less narrowly confined.

Froud Number The Froud Number is the ratio between fluid inertial forces and fluid gravitational forces.

Froud Number It compares the tendency of a moving fluid (and a particle borne by that fluid) to continue moving with the gravitational forces that act to stop that motion. The force of inertia express the distance traveled by a discrete portion of the fluid before it comes to rest. Like reynolds Numbers, Froud numbers are dimensionless.

The equation for the Froud number is Fr = fluid inertial forces . gravitational forces in flow Fr= flow velocity . (acceleration of gravity)x(force of inertia) Fr= V , _/(gD)

The equation for the Froud number is Fr= V , _/(gD) V= velocity, D= depth, g= gravitational constant The relationship among the bedforms or surface waves (ripples and dunes) produced beneath moving currents of wind or water, the flow streamlines within the current itself, and surface waves developed on the upper surface of the fluid changes with the Froud numbers; so too does the type of the flow.

Froud number When the Froud number is less than 1, the velocity at which wave moves is greater than the flow velocity, and waves can travel upstream - (tranquil, streaming, or subcritical). When the Froud number exceeds 1, waves do not flow upstream, (rapid, shooting, or supercritical. So, Froud number of 1 represent the threshold between tranquil and rapid flow.

When tranquil flow give way to rapid it occurs in an smooth transition. When rapid flow suddenly decreases to a tranquil flow, there is an abrupt change known as Hydraulic jump (a sudden increase in depth accompanied by much turbulence, smoke).

Entrainment, transport, and deposition of clasts.

Entrainment Bernoulli’s principle- the sum of velocity and pressure on an object in a flow must be constant if the velocity increase then the pressure must decrease, and vice versa.

Entrainment Two main forces are involve in how particles get picked up: Fluid drag force Fluid lift force

How do sediments move, once they have been lifte? Traction- they are rolled and dragged along the base of a moving fluid. Saltation- they abruptly leave the bottom and are temporarily suspended. Traction and saltation load together constitute bedload.

How do sediments move, once they have been lifte? Supension constitues a third mode of transportat. It concist of those grains that more or less continually float within the moving fluid.

Clast size has an important effect on sediment entrainment, transport, and settling velocity, the factors that control deposition. This figure shows the critical velocity for movement of quartz grains on a plane bed.