Hydraulics is defined as the study of fluid behavior, at rest and in motion Properly designed piping with sound hydraulics can: - Greatly reduce maintenance.

Slides:



Advertisements
Similar presentations
Fire Apparatus Pump Theory
Advertisements

Elementary Mechanics of Fluids
BLM National Training Center PIPE MATERIALS SELECTION.
Thermo-energy audit Services for thermo-energy audit Flow measurement.
Fluid Mechanics 07.
53:071 Principles of Hydraulics Laboratory Experiment #2 Local Losses in Pipe Flows Li-Chuan Chen, Marian Muste, and Larry Weber.
Cycle Stop Valves 1” through 16” 1 GPM to 10,000 GPM.
Heating and Air Conditioning I
AIR FLOW IN DUCTS Shaharin Anwar Sulaiman
HYDRAULICS (670441) Philadelphia University Faculty of Engineering
Lesson 25 TWO-PHASE FLUID FLOW
Pipeline Hydraulics.
Applications of the Bernoulli Equation. The Bernoulli equation can be applied to a great many situations not just the pipe flow we have been considering.
CE 230-Engineering Fluid Mechanics Lecture # BERNOULLI EQUATION.
Fluid Friction. Outline Bernoulli ’ s Equation The Pressure-Drop Experiment Laminar Flow Turbulent Flow The Three Friction Factor Problems Computer Methods.
A network is shown, with a flow f. v u 6,2 2,2 4,1 5,3 2,1 3,2 5,1 4,1 3,3 Is f a maximum flow? (a) Yes (b) No (c) I have absolutely no idea a b c d.
Principles of Liquid Flow through Pipelines
Design of Grass Swales Norman W. Garrick
Butch G. Bataller Lecture on ChE 192
Installing & Maintaining Irrigation Systems Ms. Gripshover Landscaping Unit 15.
Basic Hydraulics Irrigation.
BLM National Training Center HYDRAULIC DESIGN PART 2.
Hydronic Loop Performance: Design vs. Installed Why design and modeling data don’t always match a building’s actual performance David Kandel New Mexico.
What is it?. Fluid Mechanics  The study of fluids and the forces on them.  What are fluids?
Chapter 4 (continues) Pipe Network.
Assignment No. 1 [Grup 8] Figure below shows a portion of a hydraulic circuit. The pressure point B must be 200 psig when the volume flow rate is 60 gal/min.
MER Design of Thermal Fluid Systems Pumps and Fans Professor Anderson Spring Term
Learning, our way Exercise Water pipe, Pump and Cooling Tower Selection.
Landscape Irrigation Based upon the book Rain Bird Irrigation Design Manual.
FLUID DYNAMICS BERNOULLI’S EQUATION BY GP CAPT NC CHATTOPADHYAY.
© Irrigation Association Effect of Irrigation. © Irrigation Association Calculate Hydraulic Requirements Chapter 4:
For calculating energy loss to friction the special case of the flow of water (Newtonian fluid) in pipeline systems. Limited to the flow of water in pipe.
CL-232 Lab Experiment FM-202 : Nature of Flow Staff TA’S Mr. Amit Shinde Munish Kumar Sharma Mr. B.G. Parab Laxman R. Bhosale.
Outline Introduction. Population Analysis Study Area Objectives
Unit 1: Fluid Dynamics An Introduction to Mechanical Engineering: Part Two Fluid dynamics Learning summary By the end of this chapter you should have learnt.
Pipe Sizing Chart Exercise Based upon the tables in the book Rain Bird Irrigation Design Manual.
Hydraulics & Hydrology Review 1 Lecture3 Dr. Jawad Al-rifai.
Resistance in Fluid Systems Mr. Andracke Principles of Technology.
Objectives Airflow in Ducts Fluid dynamic review Duct Design.
Friction Loss Tutorial Used in conjunction with the Friction Loss Check Sheet and any Irrigation Plan.
53:071 Principles of Hydraulics Laboratory Experiment #1 Energy and Hydraulic Grade Lines in Water Pipe Systems Li-Chuan Chen, Marian Muste, and Larry.
Chapter 3 Fluids in Motion-- - The Bernoulli Equation (Elementary Fluid Dynamics –The Bernoulli Equation)
Basic Hydraulics: Energy and Momentum concepts. Energy of flow Three kinds of energy gradients cause flow Elevation (called potential energy) Pressure.
FLUID FLOW FOR CHEMICAL ENGINEERING Dr Mohd Azmier Ahmad Tel: +60 (4) EKC 212 CHAPTER 8 (Part 5) TRANSPORTATION SYSTEM.
Introduction to Fluid Mechanics
PIPELINES VIJAY VADER. PROCESS PLANTS  Essentially handling liquid/gases/solids  Need to transport them from one stage to another.  Transportation.
Sanitary Engineering Lecture 7
Irrigation Systems and Components. Overview Types Layout Components Hydraulics Design Considerations.
6.5 Recommended Velocity Of Flow In Pipe And Tubing.
System One Pumps S1-200 Centrifugal Hydraulics
CENTIFUGAL PUMP OPERATION
Martti Veuro.
Water Can Jump!!!! Hydraulic Jump Phenomena
Attachment 1-5: Fluid Power Circuit Examples
Design of Cold Water Networks
FLUID DYNAMICS CREATED BY STUDENTS EDUCATION CIRCLE
Well Design PE 413.
MECH 8250 – Building Systems Winter 2015
CENTRIFUGAL PUMP TROUBLESHOOTING
Lecture 15 TDH and NPSH Dr. C. L. Jones Biosystems and Ag. Engineering.
2018 SHADE Conference “Fundamentals (Keys) of Basic Irrigation Design”
Li-Chuan Chen, Marian Muste, and Larry Weber
Physical Science: Fluids and Dynamics
Line Sizing By Shardul Kulkarni.
50 m EML3015C Thermal-Fluid I Fall 2000 Homework 4
Review from Lecture 1: Pumps
Performance Curves Dr. C. L. Jones Biosystems and Ag. Engineering.
PO 2430 Applied Fluid MEchanics
SOIL PERMEABILITY AND FLOW
Introduction to Fluid Mechanics
Presentation transcript:

Hydraulics is defined as the study of fluid behavior, at rest and in motion Properly designed piping with sound hydraulics can: - Greatly reduce maintenance problems over the life of an irrigation system. - Reduce installation cost

Static water pressure

Dynamic water pressure

The industry has established 5 ft/s as an acceptable maximum velocity. Velocities less than 5 ft/s are less likely to cause damaging surge pressures Pressure losses due to friction increase rapidly as velocities increase beyond 5 ft/s

Calculating water meter capacity and working pressure The pressure loss through the water meter should not exceed 10% of the minimum static water pressure available The maximum flow through the meter for irrigation should not exceed 75% of the maximum safe flow of the meter The velocity of flow through the service line should not exceed 5 to 7-1/2 ft/s

Find critical circuit path – the path with the most pressure loss