LOW COST MICROTUBE DRIP SYSTEM Presentation by J. N. Roy.

Slides:



Advertisements
Similar presentations
Management of water scarcity through micro irrigation
Advertisements

ADVANTAGES Water savings Crop response Labour savings Fertilizer savings Less weed growth Drip Irrigation System Layout & Design.
Fluid Mechanics 2 The Bernoulli Equation
Fluid Mechanics.
WASTEWATER DISPOSAL WITH SUBSURFACE DRIP IRRIGATION Donald R. McDonald AgTech Pacific.
R. Allen Straw Area Specialist SW VA AREC Virginia Cooperative Extension Irrigation Design.
Design Irrigation System II
Part F Practical Applications. 28. Fan-Cooled Enclosure of a PC System Physical System The physical system of interest is a fan-cooled enclosure containing.
Introduction to Surface Irrigation
Lateral Design. Lateral Material/Types Drip tape Thin wall drip line Heavy wall drip line Polypipe with punch emitters Polypipe with sprays.
Emitter Selection.
Microirrigation design Oregon NRCS Engineering Meeting January 11-14, 2005 Natural Resources Conservation Service NRCS United States Department of Agriculture.
Pipeline Hydraulics.
Objectives of study Furrow irrigation, and particularly the use of overbank siphons, is the dominant method used for the irrigation of cotton in Australia.
Flow Master  Flow Master is used to design and analyze single pipe.  It is very flexible as no unit conversion is needed.  Data can be entered with.
CE 230-Engineering Fluid Mechanics
Pertemuan CLOSED CONDUIT FLOW 1
Flushing. Annual flushing is enough for many systems, but some water and emitter combinations require almost daily flushing to control clogging. If frequent.
The Centrifugal Pump.
HYDRAULICS_4 Design of Irrigation Systems by László Ormos.
Installing & Maintaining Irrigation Systems Ms. Gripshover Landscaping Unit 15.
Basic Hydraulics Irrigation.
Lesson 26 CENTRIFUGAL PUMPS
Center Pivot Lateral Move Solid set Planning and Management Considerations Dale Heermann ARS Retired Engineer.
Notes on Hydraulics of Sedimentation Tanks. A Step by Step Procedure.
Micro Design. System Capacity D = gross application for what ever time period ( hrs, day or days) T= hours in time period used to decide “D” (max.
Low-Tech Irrigation. Surface Irrigation Water flows across the soil surface to the point of infiltration Oldest irrigation method and most widely used.
Part F Practical Applications. 29. Flow over a Heat Sink Physical System Pressure drop and heat transfer characteristics of heat sinks are determined.
HYDRAULICS_5 Design of Irrigation Systems by László Ormos.
Overlap of multiple irrigations. 3-D Uniformity Simulation.
ME421 Heat Exchanger and Steam Generator Design Lecture Notes 6 Double-Pipe Heat Exchangers.
HYDRAULICS_3 Design of Irrigation Systems by László Ormos.
DRIP IRRIGATION SCHEDULES FOR VEGETABLES By: Kerry Harrison, Extension Engineer.
Micro Design. System Capacity Crop Water Needs Example Calculate capacity required for a proposed 1 ac. Micro irrigation system on Vegetables.
Unit: V-Flow Through Pipes. Flow Through Pipes  Major Energy Losses - Darcy-Weisbach Formula - Chezy’s Formula  Minor Energy Losses -Sudden expansion.
LESSON ONE: INTRODUCTION TO HIGH TUNNELS High Tunnel Fruit and Vegetable Production.
CTC 450 Energy Equation.
10 Frequently Asked Questions about Center Pivots Gulf Coast Irrigation Conference Sinton, November 18, 2008 Guy Fipps Professor and Extension Agricultural.
© Irrigation Association Effect of Irrigation. © Irrigation Association Calculate Hydraulic Requirements Chapter 4:
HVACR116 – Trade Skills Longest length method.
CHAPTER (7) TRICKLE IRRIGATION.
1- When the land topography is irregular, and hence unsuitable for surface irrigation. 2- When the land gradient is steeper. 3- When the soil is highly.
Hydraulics is defined as the study of fluid behavior, at rest and in motion Properly designed piping with sound hydraulics can: - Greatly reduce maintenance.
Drip Irrigation Systems By: Philip Hanrahan and Matt Garrity.
Direct Variation  Let x and y denote two quantities. Then y varies directly with x, or y is directly proportional to x, if there is a nonzero number.
Basic Hydraulics: Channels Analysis and design – I
1 ME444 ENGINEERING PIPING SYSTEM DESIGN CHAPTER 6 : PUMPS.
N.L Mufute , LWRM, MSU / PRELIMINARY DESIGN STEPS AND SPRINKLER SELECTION –EXAMPLE ON PERIODIC-MOVE SYSTEMS N.L.
From ASABE definitions 2.13 manifold: The water delivery pipeline that supplies water from the submain or main to the laterals. Manifolds.
Irrigation Efficiency or IE Water applied is never 100% beneficially used. There is always some loss Evaporation from soil and leaf surface Evaporation.
Microirrigation David Midmore Central Queensland University, Australia Presented at the drip irrigation workshop held in Bogor Agricultural University,
Zapata, N. (*), Castillo, R. and Playán, E. 1IRRIGATION AND ENERGY COLLECTIVE IRRIGATION NETWORK DESIGN AND MANAGEMENT FOR ENERGY OPTIMIZATION: THE “CINTEGRAL”
Background of Study Previous Study without APLTV At 0% slope: Highest CU = 71% Highest DU = 53.5 % Much lower DU and CU under sloping conditions Recommmended.
Chapter 10: Flows, Pumps, and Piping Design
Irrigation Systems and Components. Overview Types Layout Components Hydraulics Design Considerations.
Microirrigation design Oregon NRCS Engineering Meeting January 11-14, 2005 Natural Resources Conservation Service NRCS United States Department of Agriculture.
Under floor heating Designing underfloor heating (UFH) system must always comply with the system suppliers instructions.
Plumbing system fundamental and design course
EXERCISES Two water reservoirs are connected by a pipe 610m of 0.3m diameter, f’=0.038 and the flow produced by the difference in water surface elevations.
Water Wise Irrigation Basics
Designing An irrigation system
Welcome.
CTC 450 Energy Equation.
الرى بالتنقيط Drip Irrigation.
Micro-irrigation Technologies in the hills of Nepal:
SPRINKLER IRRIGATION.
2018 SHADE Conference “Fundamentals (Keys) of Basic Irrigation Design”
Find: Q gal min 1,600 1,800 2,000 2,200 Δh pipe entrance fresh water h
Background of Study. Background of Study Background of Study Potential use of low cost drip irrigation technology in upland watersheds for dry season.
An-Najah National University Civil Engineering Department Graduation project  Hydraulic analysis & Redesign of Al-Masaken & Old Askar Camp Water Supply.
Presentation transcript:

LOW COST MICROTUBE DRIP SYSTEM Presentation by J. N. Roy

General design strategy – based on locally available components – limited skill and low capital requirements to design, service and maintain – income generation potential (cover the investment cost in one irrigation season) – available in a range of small packages (20 square meter – 1 hectare) – easy to understand, operate and maintain by unsophisticated users – work at 1-3 meter inlet pressure head

Technical specifications Lay flat lateral tube Wall thickness microns ( mils) microns ( mils) microns ( mils) Width mm Microtube emitter

For vegetable and regular row crop – 20 cm (8 inch) with a tight overhand knotFor vegetable and regular row crop – 20 cm (8 inch) with a tight overhand knot For lateral with double microtube – 10 cm longer than half the row widthFor lateral with double microtube – 10 cm longer than half the row width Horticulture – 1 to 1.5 meter (3.3 – 5 feet)Horticulture – 1 to 1.5 meter (3.3 – 5 feet) No of microtube per horticulture crop (1 microtube for banana & papaya, 4 microtubes for citrus)No of microtube per horticulture crop (1 microtube for banana & papaya, 4 microtubes for citrus) Inlet end of microtube pointing downwardsInlet end of microtube pointing downwards Microtube length

Uniformity of water distribution or emission uniformity (EU) used as basic measurement to measure the performance of drip irrigation system Inlet pressure head 1-3 meters Lateral length Maximum 50 meter from one end Submain - both flexible semi lay flat and rigid pipe Uniformity standard

EU is dependent on the combined effect of Water supply head available Elevation differences throughout the irrigated area Friction losses Discharge characteristics and Manufacturers coefficient of uniformity of microtubes

 Coefficient of variation for uniformity Measure of uniformity for post installation evaluation of low cost microtube drip system

CVU above 88 % is excellent CVU between 88 % and 80% is good CVU between 88 % and 72% is fair CVU between 72 % and 62 % is marginally accepted Recommended CVU values for low cost microtube drip systems

Lateral inlet pressure head Microemitter spacing Lateral length Lateral drip tape inside diameter Minor loss due to the insertion of microtube emitters into the drip tape (0.1 meter) Microtube emitter pressure head\discharge relation curve Coefficient of variation of the microtube emitter, based on bench test data Low cost microtube drip lateral design The system design tables developed on the basis of following input variables

Row and vegetable microtube drip-tape hydraulic design tables for laterals on zero slope Inlet Head, H L (M) Microtub e Spacing S e (cm) Lateral/Row Length 20 mLatera/Row Length 30 m Q L (lpm) q a (lph) h f (m) EU L (%) Q L (lpm) q a (lph) h f (m) EU L (%)

Inlet Head, H L (M) Microtube Spacing S e (cm) Latera/Row Length 40 mLatera/Row Length 50 m Q L (lpm) q a (lph) h f (m) EU L (%) Q L (lpm) q a (lph) h f (m) EU L (%)