'2 2g' presentation slideshows

Fluidic and Microfluidic Pumps, Micropumps, Compressors, Fans and Blowers an Overview

1.15k views • 83 slides

Fluidic and Microfluidic Pumps, Micropumps, Compressors, Fans and Blowers an Overview

1.3k views • 83 slides

Channel Disturbance and Evolution: Controls and Implications for Stream Restoration

National Sedimentation Laboratory. Channel Disturbance and Evolution: Controls and Implications for Stream Restoration. Andrew Simon USDA-ARS National Sedimentation Laboratory, Oxford, MS, USA. National Sedimentation Laboratory. Introductory Points.

747 views • 68 slides

Introduction to Surface Water Hydrology

Introduction to Surface Water Hydrology. Philip B. Bedient Rice University 2006. The Hydrologic Cycle. Major Hydrologic Processes. Precipitation (measured by radar or rain gage) Evaporation or ET (loss to atmosphere) Infiltration (loss to subsurface soils)

1.28k views • 53 slides

Andrew Simon USDA-ARS National Sedimentation Laboratory, Oxford, MS andrew.simon@arsda

Equilibrium, Shear Stress, Stream Power and Trends of Vertical Adjustment. Andrew Simon USDA-ARS National Sedimentation Laboratory, Oxford, MS andrew.simon@ars.usda.gov. Non-Cohesive versus Cohesive Materials. Non-cohesive: sands and gravels etc.

705 views • 46 slides

Brays Bayou

696 views • 45 slides

FULLY DEVELOPED TURBULENT PIPE FLOW CLASS 2 - REVIEW

609 views • 40 slides

CHAPTER FIVE

CHAPTER FIVE. PRINCIPLES OF OPEN CHANNEL FLOW. 5.1 FUNDAMENTAL EQUATIONS OF FLOW. 5.1.1 Continuity Equation Inflow = Outflow Area; A 1 and A 2 and Velocity; V 1 and V 2 Area x Velocity (A . V) = Discharge, Q ie. A 1 V 1 = A 2 V 2 = Q.

564 views • 39 slides

PUMPS, VALVES, AND FANS

792 views • 39 slides

Chapter Four Fluid Dynamic

Chapter Four Fluid Dynamic. Fluid mechanics is the study of fluids and the forces on them. .

444 views • 37 slides

TL2101 Mekanika Fluida I

TL2101 Mekanika Fluida I. Benno Rahardyan. Pertemuan 7. FLUID DYNAMICS THE BERNOULLI EQUATION. The laws of Statics that we have learned cannot solve Dynamic Problems. There is no way to solve for the flow rate, or Q. Therefore, we need a new dynamic approach to Fluid Mechanics.

530 views • 25 slides

FLUID DYNAMICS

474 views • 24 slides

CFD Prediction of Liquid Flow through a 12-Position Modular Sampling System

CFD Prediction of Liquid Flow through a 12-Position Modular Sampling System. Tony Bougebrayel, PE, PhD Engineering Analyst Swagelok Co. AGENDA. How is the driving pressure consumed? Why do liquids require more driving pressure? Predicting driving pressure for a conventional system

337 views • 24 slides

CFD Prediction of Liquid Flow through a 12-Position Modular Sampling System

CFD Prediction of Liquid Flow through a 12-Position Modular Sampling System. Tony Bougebrayel, PE, PhD Engineering Analyst Swagelok Co. AGENDA. How is the driving pressure consumed? Why do liquids require more driving pressure? Predicting driving pressure for a conventional system

293 views • 24 slides

CTC 450 Review

CTC 450 Review. Energy Equation Pressure head Velocity head Potential energy Pumps, turbines Head losses due to friction. Objectives. Know how to calculate friction loss using the Darcy-Weisbach equation Know how to calculate other head losses.

335 views • 22 slides

CTC 450 Review

CTC 450 Review. Energy Equation Pressure head Velocity head Potential energy Pumps, turbines Head losses due to friction. Objectives. Know how to calculate friction loss using the Darcy-Weisbach equation Know how to calculate other head losses.

375 views • 22 slides

Clickers Setup

320 views • 15 slides

v = v 0 + a ?t ?x = v 0 ?t + 1/2 a?t 2 v 2 = v 0 2 + 2a?x

v = v 0 + a ?t ?x = v 0 ?t + 1/2 a?t 2 v 2 = v 0 2 + 2a?x. To create equations for freely falling bodies, simply replace a with g. v = v 0 + a ?t ?x = v 0 ?t + 1/2 a?t 2 v 2 = v 0 2 + 2a?x. v = v 0 + g ?t ?x = v 0 ?t + 1/2 g?t 2 v 2 = v 0 2 + 2g?x.

178 views • 11 slides

GLACIS DROP

GLACIS DROP. By CH. VENKATARAMAIAH. GLACIS DROP.

135 views • 9 slides

Free Falling

Free Falling. The acceleration caused by the force of gravity is g = 9.81 m/s 2 Directions are in the y direction. Formulae straight line motion vertical motion D x = 1/2(v i + v f ) D t D y = 1/2(v i + v f ) D t

150 views • 3 slides