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.

Slides:



Advertisements
Similar presentations
ADVANTAGES Water savings Crop response Labour savings Fertilizer savings Less weed growth Drip Irrigation System Layout & Design.
Advertisements

Displaying data and calculations  How many trials have been performed?  Were there enough to satisfy the IB Internal Assessment criteria? FYI: IB wants.
Optimum Allocation of Discharged Pollutant Loads from Nonpoint Sources in a Watershed using GIS Alok Kumar Laboratory of Water Resources Engineering Division.
LOW COST MICROTUBE DRIP SYSTEM Presentation by J. N. Roy.
Micro – Drip irrigation Water applies at a low rate over a longer time and more frequent intervals Water is applied at or near the root zone Emitters discharge.
Adrilite Chapin KB Drip T-tape Das (control)Baffle On-farm drip lateral testing.
Institut für Agrartechnologie und Biosystemtechnik Possibilities of using the drip irrigation laterals on centre pivot irrigation machines Jano Anter,
Dr Michael Templeton Department of Civil and Environmental Engineering
Making useful things happen On-Site Irrigation Evaluation Dan Bloomer Page Bloomer Associates.
Lateral Design. Lateral Material/Types Drip tape Thin wall drip line Heavy wall drip line Polypipe with punch emitters Polypipe with sprays.
Water Use Efficiency Ratio of amount of water beneficially used to the amount of water delivered or withdrawn (hydraulic definition) Mass or value of.
Microirrigation design Oregon NRCS Engineering Meeting January 11-14, 2005 Natural Resources Conservation Service NRCS United States Department of Agriculture.
Objectives of study Furrow irrigation, and particularly the use of overbank siphons, is the dominant method used for the irrigation of cotton in Australia.
Landscape Irrigation System Evaluation and Management May 17, 2014 Mendocino College Paul Zellman.
Smart Practices. Sustainable Solutions. Independent Technical Panel Landscape Irrigation February 19, 2015 Brent Mecham Irrigation Association.
ASSESSMENT OF SIZE DISTRIBUTION, GROWTH AND SURVIVAL OF NILE TILAPIA, Oreochromis niloticus L. FRY COLLECTED FROM DIFFERENT HATCHING SYSTEMS Investigators.
Evaluating Center Pivots in Missouri Joe Henggeler University of Missouri University of Missouri 38th ANNUAL MISSOURI IRRIGATION CONFERENCE Wednesday,
Our Experience in Reducing Water Losses by Regulating Pressure in Water Supply Systems November 2011, Dubai, UAE Prof. Dr. Dipl.-Eng. Gancho Dimitrov Head.
Center Pivot Lateral Move Solid set Planning and Management Considerations Dale Heermann ARS Retired Engineer.
Stacia Davis, M.E. E.I.T. Agricultural & Biological Engineering Institute of Food and Agricultural Sciences (IFAS)‏ Landscape Fundamentals IST Wimauma,
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.
Muban Chombueng Ratjabhat University King Mongkut's University of Technology North Bangkok Nawin Kongrugsa Assoc. Prof. Dr. Prachaynun Nilsook Asst. Prof.
HYDRAULICS_3 Design of Irrigation Systems by László Ormos.
Micro Design. System Capacity Crop Water Needs Example Calculate capacity required for a proposed 1 ac. Micro irrigation system on Vegetables.
1 INNOVATION EXPERIENCE SYNERGY COMMITMENT CREATIVITY Air Valves.
Initial Results on Soil Quality by Victor B. Ella Professor, UPLB
 The most common definitions are the ratio of yield (Y) to applied water (AW) or the ratio of evapotranspiration (ET) to AW.
Irrigation Scheduling. 10:00 – 10:15: Personal Introductions 10:15 – 10:45: Background 10: 45 – Noon: Gathering the Data Noon – 12:30: Break 12:30 – 1:30:
1. What is the first step in a scientific method? A. Formulating a hypothesis B. Drawing a conclusion C. Defining a problem D. Conducting an experiment.
4 th International Conference on Agriculture and Horticulture Measured Irrigation Improving the water-efficiency of irrigation by changing the irrigation.
Critical Appraisal of the Scientific Literature
Numerical investigation on the upstream flow condition of the air flow meter in the air intake assembly of a passenger car Zoltán Kórik Supervisor: Dr.
ADOPTION AND ECONOMIC IMPACTS OF IPM TECHNOLOGIES IN POTATO PRODUCTION IN CARCHI, ECUADOR Department of Agricultural and Applied Economics Virginia Tech.
Real-time irrigation decision- making and control for site- specific irrigation of cotton using a centre pivot, 2012/13 Dr Alison McCarthy, Professor Rod.
Watershed Plan for Heredia, Costa Rica Whitney Thomas, Matthew O’Malley, William Brown Biological Systems Engineering, Virginia Tech Rio Tibas Watershed.
CHAPTER (7) TRICKLE IRRIGATION.
Reduction of Organophospahate and Carbamate Residues in Tomatoes, String Beans and Pechay by Soaking and Washing Barrion, A.S.A., Chavez, M.P.L., Hurtada,
Can the Lowly Stop-valve Sink Your Best Water Conservation Efforts?
Energy Efficient Pumpsets – Boon to Irrigation in India Dr A K Jain Professor(Soil and Water Engineering) Punjab Agricultural University Ludhiana.
N.L Mufute , LWRM, MSU / PRELIMINARY DESIGN STEPS AND SPRINKLER SELECTION –EXAMPLE ON PERIODIC-MOVE SYSTEMS N.L.
Ron Fleming and Malcolm MacAlpine University of Guelph Ridgetown Campus, Ridgetown, ON, N0P 2C0 Paper No. CSBE
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.
Autonomous site-specific irrigation control: engineering a future irrigation management system Dr Alison McCarthy, Professor Rod Smith and Dr Malcolm Gillies.
OBJECTIVES To develop hillslope and watershed erosion models for the Manupali subwatersheds based on the WEPP model; To simulate surface runoff, soil.
351.T1 Model Agricultural Core Curriculum: Supplement University of California, Davis Irrigation Systems Water Requirements are Effected by: The crop being.
Definition of Irrigation - application of the right quantity of water at the right time to satisfy the evapotranspiration requirements of crops in a given.
Zapata, N. (*), Castillo, R. and Playán, E. 1IRRIGATION AND ENERGY COLLECTIVE IRRIGATION NETWORK DESIGN AND MANAGEMENT FOR ENERGY OPTIMIZATION: THE “CINTEGRAL”
Presented By Don Franklin California Model Water Efficient Landscape Ordinance.
The population of the Alumbre river sub-watershed in Bolivar, Ecuador (Fig. 1) is increasingly invading fragile areas of the high plains of the Andes (the.
Integration of Accelerated Precipitation Softening - Microfiltration (APS-MF) Assembly to Maximize Water Recovery from the Treatment of Brackish Water.
Session: CS2: Efficient Water Use in Agriculture IMPROVING WATER USE EFFICIENCY BY SOIL MOISTURE MEASUREMENT AND MODELLING Ms. Neethu. A. Dr. Santosh G.
Irrigation Systems and Components. Overview Types Layout Components Hydraulics Design Considerations.
Introduction Conclusions  CAPs showed potential to increase yield and contribute to food security of Chepang ethnic people in short term while sustaining.
Microirrigation design Oregon NRCS Engineering Meeting January 11-14, 2005 Natural Resources Conservation Service NRCS United States Department of Agriculture.
Designing An irrigation system
Dr. Vinay Nangia Senior Agricultural Hydrologist
What is Conservation Agriculture ?
9/2/2017.
Welcome.
Supervising Science Research Specialist
C. Kallenbach1. , W. Horwath1, Z. Kabir1, J. Mitchell2, D
الرى بالتنقيط Drip Irrigation.
Author, Supervisor, and Names of the Members of the Research Team
Diffusion of Biospecies within a Lung-on-a-chip Device
Background of Study. Background of Study Background of Study Potential use of low cost drip irrigation technology in upland watersheds for dry season.
Title Name Class.
FLOW OVER A SHARP CRESTED WEIR. Chittagong University of Engineering and Technology Dept. of Civil Engineering GROUP-B1(4 ) ID:
Ambient Monitoring Initial Report
Hydrogen Production by Microwave Pyrolysis of Glycerol
Presentation transcript:

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 the use of pressure regulators

OBJECTIVE To determine the effect of using Adjustable Pressure-Loss Lateral Takeoff Valves (APLTVs) on water distribution uniformity of a low-cost drip irrigation system under sloping conditions

METHODOLOGY 100 sq. m IDE Easy drip kit (10 m x 10 m) Submain Slopes: 0%, 10%, 20%, 30%, (S l = 0%) Average Operating Pressure Head: 0.5 m, 1.0 m and 1.5 m Sampled from 11 emitters per lateral for a total of 110 samples Direct volumetric measurement for emitter discharge 3 trials per setting Sampling protocols developed by Dr. Jack Keller

Experimental Set-up College of Engineering & Agro-industrial Technology, University of the Philippines Los Baños

Experimental Set-up College of Engineering & Agro-industrial Technology, University of the Philippines Los Baños

The APLTV College of Engineering & Agro-industrial Technology, University of the Philippines Los Baños

Sampling and Data Collection

Evaluation of Water Distribution Uniformity Christiansen’s Coefficient of Uniformity where: CU = coefficient of uniformity (%) q = emitter discharge M = average of discharge values

Evaluation of Water Distribution Uniformity Merriam and Keller’s Emission Uniformity EU = (q LQ /q mean )100 where: EU = emission uniformity (%) q LQ = average of the lowest quarter of the observed discharge values q mean = average of observed discharge values

RESULTS

Average Emitter Discharge Slope (%) without APLTV Adj with APLTV Adj Average Pressure Head (m) Q unit in lph

Maximum Emitter Discharge Slope (%) without APLTV Adj with APLTV Adj Average Pressure Head (m) Q unit in lph

Minimum Emitter Discharge Slope (%) without APLTV Adj with APLTV Adj Average Pressure Head (m) Q unit in lph

Coefficient of Uniformity (CU)

Distribution Uniformity (DU)

Summary of t-tests for alpha=5% SlopeHeadP-valueRemarks 10% significant improvement significant improvement significant improvement 20% significant improvement significant improvement no improvement 30% significant improvement significant improvement but no improvement

Summary of t-tests for alpha=5% SlopeHeadP-valueRemarks 10% significant improvement significant improvement significant improvement 20% significant improvement significant improvement but no improvement 30% significant improvement significant improvement no improvement

CONCLUSION  Water distribution uniformity of the 100 sq m microtube type drip irrigation system generally increases significantly with the use of APLTVs  CU and DU generally increase with increasing head and increasing slopes  CU and DU can not be further improved by APLTVs at a head of 1.5 m for steep slopes  Extremely low and high emitter discharge value are avoided with APLTVs  In general, the inclusion of APLTVs as a built-in component of the low-cost drip irrigation system can potentially increase crop yield and productivity

Acknowledgements This project was funded by the International Development Enterprises (IDE) in collaboration with the USAID- funded SANREM-CRSP Paper presentation was made possible through the support from DA-BAR Prof. Arthur Fajardo, Rafael Padre and everyone who helped in data gathering

Thank You! Dr. Victor B. Ella Professor Land and Water Resources Division Institute of Agricultural Engineering College of Engineering and Agro-industrial Technology University of the Philippines Los Banos College, Laguna, PHILIPPINES Tel/fax: (049)