Chapter 6. Hydraulic cylinders/rams (linear motors), and Lines/fittings. - Transforms the flow of a pressurized fluid into a push or pull of a rod.

Similar documents
Water Circuit Lab. The pressure drop along a straight pipe segment can be calculated using the following set of equations:

Calculation of Pipe Friction Loss

LECTURE 6- ENERGY LOSSES IN HYDRAULIC SYSTEMS SELF EVALUATION QUESTIONS AND ANSWERS

FACULTY OF CHEMICAL & ENERGY ENGINEERING FLUID MECHANICS LABORATORY TITLE OF EXPERIMENT: MINOR LOSSES IN PIPE (E4)

FLUID MECHANICS D203 SAE SOLUTIONS TUTORIAL 2 APPLICATIONS OF BERNOULLI SELF ASSESSMENT EXERCISE 1

Applied Fluid Mechanics

LOSSES DUE TO PIPE FITTINGS

FE Exam Fluids Review October 23, Important Concepts

EXPERIMENT No.1 FLOW MEASUREMENT BY ORIFICEMETER

Vane Type Rotary Actuators Series Variations

1-Reynold s Experiment

EXPERIMENT NO: F5. Losses in Piping Systems

Hydraulic Design Of Polyethylene Pipes

TOTAL HEAD, N.P.S.H. AND OTHER CALCULATION EXAMPLES Jacques Chaurette p. eng., June 2003

ME332 FLUID MECHANICS LABORATORY (PART II)

Northern Lesson 2 Gear Pump Terminology. Gear Pump 101. Lesson 2: Gear Pump Terminology. When your reputation depends on it!

9. Pumps (compressors & turbines) Partly based on Chapter 10 of the De Nevers textbook.

Lecture 5. Labs this week: Please review ME3281 Systems materials! Viscosity and pressure drop analysis Fluid Bulk modulus Fluid Inertance

ENGINEERING FLUID MECHANICS. CHAPTER 1 Properties of Fluids

Pipe Flow. Lecture 17

Lecture 4. Lab this week: Cartridge valves Flow divider Properties of Hydraulic Fluids. Lab 8 Sequencing circuit Lab 9 Flow divider

Subject-wise Tests. Tests will be activated at 6:00 pm on scheduled day

Experiment (4): Flow measurement

Chapter 10 Flow in Conduits

Pressure Head: Pressure head is the height of a column of water that would exert a unit pressure equal to the pressure of the water.

Piping Systems and Flow Analysis (Chapter 3)

EXPERIMENT II - FRICTION LOSS ALONG PIPE AND LOSSES AT PIPE FITTINGS

PIPING SYSTEMS. Pipe and Tubing Standards Sizes for pipes and tubes are standardized. Pipes are specified by a nominal diameter and a schedule number.

Cartridge Valves Technical Information. Quick reference

FLOW FRICTION CHARACTERISTICS OF CONCRETE PRESSURE PIPE

2 Internal Fluid Flow

LABORATORY MANUAL FLUID MECHANICS ME-216-F

Chapter Four fluid flow mass, energy, Bernoulli and momentum

Pneumatic Valves. Valve Actuators

COURSE NUMBER: ME 321 Fluid Mechanics I 3 credit hour. Basic Equations in fluid Dynamics

Chapter 8: Flow in Pipes

Chapter 8: Flow in Pipes

Q1 Give answers to all of the following questions (5 marks each):

PUMP SYSTEM ANALYSIS AND SIZING. BY JACQUES CHAURETTE p. eng.

The Mechatronics Design for Measuring Fluid Friction Losses in Pipe Flows Rıza Gurbuz

MAAE 2202 A. Come to the PASS workshop with your mock exam complete. During the workshop you can work with other students to review your work.

Reynolds, an engineering professor in early 1880 demonstrated two different types of flow through an experiment:

Chemical and Biomolecular Engineering 150A Transport Processes Spring Semester 2017

Hydraulics. B.E. (Civil), Year/Part: II/II. Tutorial solutions: Pipe flow. Tutorial 1

Friction Factors and Drag Coefficients

SUMMER 14 EXAMINATION

Signature: (Note that unsigned exams will be given a score of zero.)

Formulae and examples of calculation

Hydraulics and hydrology

Front flange FLV. Max. [knm/stroke]

Selection Calculations For Motorized Actuators

F L U I D S Y S T E M D Y N A M I C S

Chapter Four Hydraulic Machines

Lecture 22. Mechanical Energy Balance

Teacher s Signature. S. No. Experiment marks. 3 To determine the coefficient of discharge of Notch (V and Rectangular types)

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

Lesson 37 Transmission Of Air In Air Conditioning Ducts

HRN/HRN-C Series Hydraulic Vane Rotary Actuators

Chapter Four Hydraulic Machines

Chapter 6. Losses due to Fluid Friction

Fluid Flow Analysis Penn State Chemical Engineering

Unit 15 LESSON 1 WHAT ARE FORCES?

COLUMNS: BUCKLING (DIFFERENT ENDS)

LEAKLESS COOLING SYSTEM V.2 PRESSURE DROP CALCULATIONS AND ASSUMPTIONS

Applied Fluid Mechanics

Bettis RGS F-Series. Quarter-Turn Spring-Return (SR) and Double-Acting (DA) Pneumatic Actuators. Product Data Sheet RGS Rev.

Vane pump theory for mechanical efficiency

ME 305 Fluid Mechanics I. Part 8 Viscous Flow in Pipes and Ducts. Flow in Pipes and Ducts. Flow in Pipes and Ducts (cont d)

REE 307 Fluid Mechanics II. Lecture 1. Sep 27, Dr./ Ahmed Mohamed Nagib Elmekawy. Zewail City for Science and Technology

PN LINE. PN Line. PX Line. PA Line. PU Line PX LINE. PV Line PA LINE & TUBINGS PU LINE PV LINE. Brass Push-in fittings

When water (fluid) flows in a pipe, for example from point A to point B, pressure drop will occur due to the energy losses (major and minor losses).

Lecture 5. Labs this week:


Flow Behavior Lab BSEN Major and Minor Losses. Samuel Dunbar

STEADY FLOW THROUGH PIPES DARCY WEISBACH EQUATION FOR FLOW IN PIPES. HAZEN WILLIAM S FORMULA, LOSSES IN PIPELINES, HYDRAULIC GRADE LINES AND ENERGY

Mechanical Engineering Programme of Study

P & I Design Limited. 2 Reed Street, Gladstone Industrial Estate, Thornaby, TS17 7AF. Tel: +44 (0) Fax: +44 (0)

vector H. If O is the point about which moments are desired, the angular moment about O is given:

Experiment- To determine the coefficient of impact for vanes. Experiment To determine the coefficient of discharge of an orifice meter.

Properties and Definitions Useful constants, properties, and conversions

ME 305 Fluid Mechanics I. Chapter 8 Viscous Flow in Pipes and Ducts

Chapter 7 FLOW THROUGH PIPES

Sizing of Gas Pipelines

Viscous Flow in Ducts

APPLIED FLUID DYNAMICS HANDBOOK

PUMP PERFORMANCE MEASUREMENTS Jacques Chaurette p. eng. April 2003

Major and Minor Losses

Final 1. (25) 2. (10) 3. (10) 4. (10) 5. (10) 6. (10) TOTAL = HW = % MIDTERM = % FINAL = % COURSE GRADE =

Chapter 6. Losses due to Fluid Friction

Q1. Which of the following is the correct combination of dimensions for energy?

FE Fluids Review March 23, 2012 Steve Burian (Civil & Environmental Engineering)

LAMINAR FLOW (Reynolds < 2320, parabolic velocity profile) Name symbol formula unit gravity g L L

CHAPTER THREE FLUID MECHANICS

2 Navier-Stokes Equations

Fluid Mechanics II 3 credit hour. Fluid flow through pipes-minor losses

Rodless cylinders Series 1600

The online of midterm-tests of Fluid Mechanics 1

Constants and Conversions: g = 9.81 m/s 2 = 32.2 ft/s 2 ρ water = 1000 kg/m 3 C water = 1 cal/g-k 1 cal = J 1 L = 1.

CHAPTER 5 QUASI-STATIC TESTING OF LARGE-SCALE MR DAMPERS. To investigate the fundamental behavior of the 20-ton large-scale MR damper, a

Learning Objectives. Lesson 6: Mathematical Models of Fluid Flow Components. ET 438a Automatic Control Systems Technology 8/27/2015

Transcription:

Chapter 6. Hydraulic cylinders/rams (linear motors), and Lines/fittings - Transforms the flow of a pressurized fluid into a push or pull of a rod. 6. Single cting Rams Gravity, spring, etc. can force piston to return. 6. Double cting Rams (Cylinder) Standard Double Rod - Is a differential cylinder because Nondifferential cylinder unequal areas for same inlet flow, same inlet flow, speed the same speed differential. 6.3 Construction Barrel, piston, rod, end caps, seals Figure 6. Cylinder construction of a cylinder with cushions

Figure 6. Cylinder layout 6.4 Cylinder Ratings - Cylinders are rated by size and pressure Cushions are available to slow piston down at the end of its stroke. - Stop tubes next to piston provides more support for side bending 6.5. Basic equations:. x P P P P Q Q Q Q Figure 6.3 Nomenclature

3 Consider Figure 6.3. The basic describing equations are: P P " hydraulic force" Q Q. x. x 6.6 Limited Rotation Motors Figure 6.4 Limited-Rotation Dual-Valve Motor - double vane provides 80 degrees of motion - single vane provides 80 degrees of motion n intersection variation is a high torque limited rotation motor. This uses many isolation vanes and separation ports but at the expense of rotation. These units are pressure balance by porting. See Figure 6.4. Figure 6.5 Limited rotation single vane motor

4 6.7 Intensifiers - Can be used to produce a high pressure, low flow source P P Figure 6.6 Pressure Intensifer P = P P = P. Since is larger than, then P <P Q. x Therefore, Q = Q Q. Since is larger than, then Q > Q 6.8 Piston Rod Buckling Consider the following configurations: Pivoted Fixed L = L = L = L = L = / L = / L L Figure 6.7 L for K factor

5 Using Euler's Strut Theory: K = E J L Define: K = buckling load (kg) E = Mod. of elasticity kg/cm (. x 0 6 kg/cm steel) J = second moment of area of the piston rod (cm 4 ) = d4 64 for solid rod L = free length (as before) cm To calculate the maximum safe working thrust, use the relationship F max = K s where s = safety of factor = 3.5 Recommended cylinder bore and rod size standard BS5785: 980 Piston Dia (mm) Rod Dia small (mm) 40 50 63 80 00 5 40 60 80 00 0 50 0 8 36 45 56 70 90 00 0 5 40 60 Large 8 36 45 56 70 90 00 0 5 40 60 80 6.9 Flow resistance in pipes and lines Some of the largest losses in hydraulic systems are due to undersized hydraulic lines and fittings. - In general, line losses are a function of the square of the velocity, the length, the diameter, as well as viscosity. - In general, losses in a line in terms of head loss (ft) is given by H L = f L V D g, where f is called the friction factor. L is the line length, V the average velocity, D the diameter of the pipe and g, the acceleration due to gravity. f depends on the Reynolds No. Re = V D

6 (a) For Re < 000 (Laminar flow) f = 64 Re f = 75 Re Isothermal flow Variation in temperature (adiabatic conditions) (b) For Re > 000 (Turbulent flow) Can be obtained from friction charts (see a standard fluid text) or from f.364 (Re)/4 (smooth steel) 6.9. Calculating Pressure Drops in a Line P = x Q 8300 D 4 where = viscosity in SSU Q = flow in GPM (US) D = inside diameter of pipe (in) P = pressure drop per foot in psi If the max velocity in a line is known, then the inside area can be calculated from rea = GPM x.308 velocity (in ) Recommended maximum line velocities (for acceptable energy losses) Frankenfield, Using Industrial Hydraulics] [from T.C. Suction Lines: 30.5 to 6 cm/sec ( to 4 ft/sec) Return Lines: 5.4 to 38 cm/sec (0 to 5 ft/sec) Working Lines: 3.5 - MPa (500-3000 psi) 38 to 5 cm/sec (5 to 0 ft/sec) Working Lines: - 34.5 MPa(3000-5000 psi) 38 to 76 cm.sec (5 to 30 ft/sec) 6.9. Pressure Losses in Fittings and Valves s of equal importance to line losses are losses due to elbows, fittings valves, etc.

7 To assist in approximating losses, the K factor is used. H L. 00050K V where V is in cm/sec and H L is in cm H L. 0554K V where V is in ft/sec and H L is in ft K depends on Re, and the restriction cross section. K for standard valves and fittings are listed in Table 7. (it is assumed that the valves are fully opened). K values for sudden chances in section are shown in Table 7. where for enlargement, V = V inlet velocity and for contraction, V = outlet velocity Many other losses due to such things as strainers and filters occur. These will not be presented here but tabulated data is available for loss consideration. Table 7. K Factors for Standard Valves and Fittings (Typical) COMPONENT INTERNL DIMETERS.7 cm (/)".54 cm (") 5. cm (") 0. cm (4") GTE VLVE.36.3.5. GLOBE VLVE 9.5 7.9 6.6 5.7 STNDRD ELBOWS 90 o.8.7.58.5 45 o.43.36.3.6 LONG ELBOW 90 o.55.45.38.33 STNDRD TEE Flow Through.55.45.38.33 Flow Through.7.4..0 Table 6. K values for Enlargements and Contraction Yeaple, (Industrial Hydraulics) K enlargement.8.64.49.36.5.6.09.04.0 a/...3.4.5.6.7.8.9 K contraction.4.38.34.3.4.8..05.05

8 Figure 6.8 Enlargement /contraction