The Intelligent Use of Water™
XF Series Dripline
Design, Installation and Maintenance Guide
INDEX | TABLE OF CONTENTS |
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SECTION 1 — INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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3 |
About Rain Bird / The Intelligent Use of Water .. . . . . . . . . . |
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. .5 |
Leed Library . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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6 |
Benefits of Dripline Irrigation .. . . . . . . . . . . . . . . . . . . . . . . . . . |
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.7 |
SECTION 2 — PREPARATION FOR DESIGN .. . . . . . . . . . . . . . . . . . . . . . . . . |
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.8 |
XF Series Dripline | Where is it used? .. . . . . . . . . . . . . . . . . . . |
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.9 |
Preparation for Design .................................... |
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Determine Soil Type .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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SECTION 3 — DETERMINE DRIPLINE SPECIFICATIONS . . . . . . . . . . . . . . . . |
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SECTION 4 — DETERMINE TYPE OF DRIPLINE LAYOUT .. . . . . . . . . . . . |
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End Feed / Center Feed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Loop / Curved Edge .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Branching Out or Joining Row .. . . . . . . . . . . . . . . . . . . . . . . . . |
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Slopes .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Determine Lateral Row Spacing . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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SECTION 5 — ZONE WATER CALCULATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Calculating Zone Water Requirements .. . . . . . . . . . . . . . . . . . |
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Calculating Application Rates .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Calculations for Dripline Irrigation .. . . . . . . . . . . . . . . . . . . . . . |
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Irrigation Formulas .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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SECTION 6 — DRIPLINE MODELS FOR EVERY APPLICATION.. . . . . . . . |
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XFS-CV Dripline for On/Subsurface Elevated Applications . . |
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XFS-CV Dripline - Specifications .. . . . . . . . . . . . . . . . . . . . . . . . . . . |
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XFCV Dripline for On-Surface Elevated Applications.. . . . . . . . . . |
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XFCV Dripline - Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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XFS Dripline for Subsurface Applications.. . . . . . . . . . . . . . . . . . . . |
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XFS Dripline - Specifications .. . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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31 |
XFD Dripline for On-Surface - Level Grade Applications .. . . . . . |
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32 |
XFD Dripline - Specifications .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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1/4” Dripline for Potted/Small Bed Applications .. . . . . . . . . . . . |
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34 |
SECTION 7 — SUBSURFACE DESIGN,INSTALLATION&OPERATION . . |
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Best Subsurface Applications .. . . . . . . . . . . . . . . . . . . . . . . . . . . |
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36 |
Adjust for Trees / Curved Edges .. . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Design for Confined Areas .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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38 |
Design for Large Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Installation Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Recommended Practices .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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42 |
SECTION 8 — SPECIFYING PRODUCTS IN THE ZONE .. . . . . . . . . . . . . . . . . . |
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43 |
QF Dripline Header .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Control Zone Kits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Control Zone Kit Selection Chart. . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Fittings.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
49-51 |
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Spray-to-Drip Retrofit Kits ................................. |
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52 |
Air Relief Valve / Stakes / Flush Point .. . . . . . . . . . . . . . . . . . . . |
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53 |
Drip System Operation Indicator .. . . . . . . . . . . . . . . . . . . . . . . . . . |
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54 |
SECTION 9 — FAQ’S, GLOSSARY, AND RESOURCES . . . . . . . . . . . . . . . . . . . |
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55 |
Preventative Maintenance: Flushing / Winterizing. . . . . . . . . . |
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56 |
Written Specifications and CAD Detail Drawings . . . . . . . . . . . |
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57 |
Frequently Asked Questions. . . . . . . . . . . . . . . . . . . . . . . . . . . . |
58-59 |
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Glossary.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
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Notes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
62-63 |
XFS-CV Dripline
17mm XF Insert Fittings
XF Insertion Tool
Subsurface Design, Installation and Operation
Control Zone Kit
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Section 1:
Introduction
SECTION 1: Introduction
This guide covers the basics of design, installation, and maintenance for Rain Bird’s XF Series Dripline. Included are design steps, technical data, installation layouts and design details to assist in the design of the more common dripline applications.
For help selecting the proper XF Series Dripline products, visit: www.rainbird.com/calculator
Access from your laptop, tablet or smart phone..
For more in-depth resources, visit:
www.rainbird.com/drip
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Section 1:
Introduction
<![endif]>SECTION 9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1
This guide covers the basics of design, installation, and maintenance for Rain Bird’s XF Series Dripline.. Included are design steps, technical data, installation layouts and design details to assist in the design of the more common dripline applications..
A low volume irrigation system typically applies water slowly, at low pressure, at or near the root zones of plant material.. Whether referred to as Drip, Xerigation®, micro irrigation, or low volume, these systems feature emission devices that apply water in gallons per hour (GPH) or liters per hour (L/HR) as opposed to the gallons per minute (GPM) or liters per minute (L/MIN) of a conventional overhead spray irrigation system.. Low-volume irrigation can greatly reduce or eliminate water waste while promoting healthier plant growth because you can:
•Match the amount of water applied to the specific need of each plant
•More closely match the application rate to the soil’s infiltration rate
•Apply water directly to the root zone, reducing overspray and evaporation
Low-volume systems also reduce or eliminate runoff on walks and paved areas, and overspray onto windows, fences, pavement and walls.. The Rain Bird Xerigation® line of drip products offer a full range of water-saving choices for both turf and non-turf landscape applications, including control zone components, dripline, fittings, blank tubing, emission devices and tools..
Use of dripline is a preferred method in many low-volume irrigation applications.. Rain Bird’s XF Series Dripline has Rain Bird designed and manufactured emitters that provide pressure compensation for precise flow control throughout the zone..
XF Series Dripline is made with advanced polymers that provide kink-resistance and reduce coil memory for easier installation.. With emitter flow rates of 0..4 GPH, 0..6 GPH, and 0..9 GPH
(1..6 L/HR, 2..3 L/HR, and 3..4 L/HR) and emitter spacing of 12” and 18” (0..30 m and 0..45 m) the XF Series provides a full product line to meet the needs of any application..
The Rain Bird XF Series of dripline products consists of:
•XFD –for on-surface applications
•XFCV for on-surface, sloped applications
•XFS with Copper Shield™ Technology
–for subsurface applications
•XFS-CV with Heavy Duty Check Valve
–for on-surface, subsurface and sloped applications
For complete performance and technical specifications, please see Rain Bird’s Landscape Irrigation Products Catalog or visit
Rain Bird’s website at www..rainbird..com.. The website provides specifications and detail drawings in downloadable files..
SECTION 1: INTRODUCTION
XFCV for on-surface, sloped applications.
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Section 1:
Introduction
ABOUT RAIN BIRD AND THE INTELLIGENT USE OF WATER
Water Source
Need
Preserve potable water through alternative sourcing that taps into underutilized supplies such as underground well water, grey
water and rain water.
Rain Bird Solution
•Non-potable-water-ready:
–Drip products
–Valves
–Rotors
–Sprays
Apply
Need
Distribute water to your landscape as e ciently as possible.
Rain Bird Solution
MAXIMUM
WATER
EFFICIENCY
•Xerigation®/Landscape Drip: Direct-to-plant-root watering devices.
•Water-smart rotor and spray features:
–Pressure Regulating Stem (PRS) technology
–Seal-A-Matic™ (SAM) check valves
•High-e ciency Nozzles:
–Rain Curtain™ Nozzles
–U-Series Nozzles
–Matched Precipitation Rate (MPR) Nozzles
–Square Pattern Nozzles (SQ)
–R-VAN Series Nozzles
–HE-VAN Series Nozzles
A privately held company founded in 1933, Rain Bird Corporation is the leading manufacturer and provider of irrigation products and services.. Since its beginnings, Rain Bird has offered the industry’s broadest range of irrigation products for farms, golf courses, nurseries, sports arenas, commercial developments and homes in more than 130 countries around the world.. With the broadest product line in the industry, architects, designers and contractors recognize Rain Bird as the industry leader in irrigation solutions..
Rain Bird is committed to The Intelligent Use of Water™.. It is our legacy to design and manufacture only those products of the highest value, quality, and efficient application of water.. We work for long-term, responsible partnerships with our customers and our suppliers.. This is
who we are, and this is how we wish to be perceived in the irrigation industry and our communities..
Please visit The Intelligent Use of Water section of our website to explore additional resources to help you design the most water-efficient projects..
http://www..rainbird..com/landscape/resources/IUOW..htm
Design & Manage
Need
Receive support from a certi ed professional trained to design, install, operate and maintain a water-e cient system.
Rain Bird Solution
Rain Bird’s Contractor Referral Program helps you quickly and easily nd a quali ed irrigation contractor in your area.
Schedule
Need
Flexible programming schedules that help you customize a watering schedule based on the needs of your landscape.
Rain Bird Solution
Our controllers o er:
•Cycle+Soak feature allowing for the most e cient water delivery
•Easy, push-of-the-button adjustments for seasonal changes
•Weather-based controllers which adjust based on hourly weather data
<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
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<![endif]>SECTION 9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1
SECTION 1:
Introduction
LEED LIBRARY
DESIGN & TECHNICAL RESOURCES
WHAT IS LEED?
The Leadership in Energy and Environmental Design (LEED) Green Building Rating System™ is a point rating system devised by the United States Green Building Council (USGBC) to evaluate the environmental performance of a building over its life cycle and to encourage market transformation towards sustainable design.. LEED is the nationally recognized benchmark for the design, construction, and operation of high performance green buildings.. LEED provides building owners and operators with the tools they need to have an immediate and measurable impact on their buildings’ performance.. LEED promotes a whole-building approach to sustainability by recognizing performance in five key areas of human and environmental health: sustainable sites, water savings, energy efficiency, materials selection, and indoor environmental quality..
Detailed information on obtaining credits and the project certification process is available from the USGBC on their website: www..usgbc..org..
•WATER EFFICIENCY CREDIT 1.1
•WATER EFFICIENCY LANDSCAPING: Reduce by 50% 2 points
Intent
Limit or eliminate the use of potable water, or other natural surface water resources available on or near the project site, for landscape irrigation..
Requirements
Reduce potable water consumption for irrigation by 50% from a calculated mid-summer baseline case.. Reductions shall be attributed to any combination of the following items:
•Plant species factor
•Irrigation efficiency
•Use of captured rainwater
•Use of recycled wastewater
•Use of water treated and conveyed by a public agency for non-potable uses..
Rain Bird Notes
The designer on the LEED project will need to provide an irrigation plan and legend, as well as calculations, a description of the baseline, and cut sheets of the irrigation system demonstrating how water consumption is reduced by 50%..
Learn more at: http://www..rainbird..com/landscape/resources/LEEDlibrary..htm
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SECTION 1:
Introduction
Dripline irrigation can greatly reduce or eliminate water waste while promoting healthier plant growth for the following reasons:
•Match the water application to the specific needs of each plant
•More precisely match the application rate to the soil’s infiltration rate
•Apply water directly to the root zone to reduce overspray and evaporation
•A properly designed and installed dripline irrigation system can be over 90% efficient
There are many advantages of dripline irrigation that can provide solutions for difficult-to-irrigate landscape areas including:
•Narrow turf areas
•Curved narrow landscape areas
•Sloped areas
•Subsurface turf irrigation applications
•Parking lot islands
•Steep sloped areas
Other benefits of on-surface or subsurface Drip Irrigation:
•Eliminate runoff on walks and paved areas
•Prevent overspray onto windows, walls and fences
•Increase watering uniformity
•Reduce susceptibility to vandalism
•Promote healthy plant growth
To view all dripline models online, visit:
http://www..rainbird..com/drip
BENEFITS OF DRIPLINE IRRIGATION
<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
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SECTION 2:
Preparation for Design
SECTION 2: PREPARATION FOR DESIGN
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SECTION 2:
Preparation for Design
XF SERIES DRIPLINE | WHERE IS IT USED?
Turf Grass (XFS, XFS-CV) |
Curved Landscapes |
Flower Beds |
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Small Confined Areas |
Shrub & Ground Cover Beds |
Narrow Landscapes |
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Eliminate Overspray on Buildings |
Sloped Areas |
Potted Plants (¼” Dripline) |
<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
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SECTION 2:
Preparation for Design
<![endif]>SECTION 9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1
PREPERATION FOR DESIGN
Dripline system design follows many of the same rules as spray and rotor design.. Similar design factors must be considered, such as point of connection, static and operating pressures, flow rates, and plant material..
A dripline system when properly designed and installed will deliver full irrigation coverage to the planted area.. A dripline system is normally divided into zones.. A typical zone contains a water source, a control zone (valve, filter, and pressure regulator), and the dripline with connection fittings..
During the preparation for design you will gather essential information to design the dripline system:
•Obtain or draw a scaled plan of the site to be irrigated
•Identify all of the slopes on the plan
•Determine the types of plants to be irrigated (groundcover, shrubs, turfgrass, and trees)
•Identify the type of soil (Clay, Loam, Sand)
•Identify the type of water from the water source (potable, non-potable, well, surface water, etc)
•Identify static and operating pressures, and volume available from the water source
•Select appropriate system components for installation
EXAMPLE OF A SUBSURFACE DRIPLINE SYSTEM LAYOUT
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SECTION 2:
Preparation for Design
DETERMINE SOIL TYPE | WHAT IS YOUR SOIL TYPE?
OVERALL DESIGN PLAN FOR THE SITE
Soil Infiltration Rates (in Inches per Hour)
Percent of Slope |
Clay |
Loam |
Sand |
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0% - 4% |
0..13 - 0..44 |
0..44 - 0..88 |
0..88 - 1..25 |
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5% - 8 % |
0..1 - 0..35 |
0..35 - 0..7 |
0..7 - 1 |
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Soil Infiltration Rates (in cm per Hour)
Percent of Slope |
Clay |
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Sand |
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0% - 4% |
0..33 -1..12 |
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1..12 - 2..24 |
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2..24 - 3..18 |
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5% - 8 % |
0..25 - 0..89 |
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0..89 - 1..78 |
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1..78 - 2..54 |
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These illustrations show water movement in a subsurface application. |
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Note: As the slope increases, infiltration rates will continue to decrease. |
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These values are derived from USDA information. |
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These guidelines apply to on-surface as well as subsurface installations. |
The objective of a well-designed dripline system is to create an even wetting pattern of water in the soil throughout the planting zone. There are four factors to consider for planting areas to create an even wetting pattern:
•Soil type (Clay, Loam, Sand)
•Emitter flow rate: 0..4 GPH, 0..6 GPH or 0..9 GPH (1..6 L/HR, 2..3 L/HR or 3..4 L/HR)
•Emitter spacing: 12” or 18” (0..30 m or 0..45 m)
•Lateral spacing (distance between the dripline rows)
SOIL TYPE TEST
1.Remove 1 to 2 cups of soil from the zone to be irrigated..
2.Place into a glass jar, like a mason jar..
3.Fill the jar half way with water.. Shake and let sit for
2 hours so the particles can settle.. The heavier sand particles will settle to the bottom, then silt, then clay on top..
4.Measure the combined height of all three layers of the soil then the height of each layer; divide the height of each layer by the total height to figure out the percentage of each soil in the jar..
5.Apply these figures to the “Soil Classification” chart..
In the example, now you know the landscape soil is silt loam..
Measure total height and layer heights |
For Example: |
70
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rcentage |
of |
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Sandy |
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Clay |
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Layer |
Height |
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30 |
Sandy Clay |
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Total |
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Height |
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Loam |
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= Soil |
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Percentage |
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20 |
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17% 1/2” Clay |
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Sandy Loam |
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Clay |
Height |
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Loamy |
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Total Height |
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Silt |
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3” Total Height |
66% |
2” Silt |
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Sand |
Height |
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17% |
1/2” Sand |
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100 |
90 |
80 |
70 |
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100 |
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90 |
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80 |
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Clay |
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30 |
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40 |
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Pe |
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rcentage |
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Silty |
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Clay |
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of |
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60 |
Silt |
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Clay Loam |
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Silty Clay |
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Loam |
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70 |
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Loam |
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80 |
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Silt Loam |
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90 |
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Silt |
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100 |
60 |
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40 |
30 |
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Percentage of Sand |
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<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
www.rainbird.com |
11 |
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SECTION 3:
Determine Dripline Specifications
SECTION 3: Determine Dripline Specifications
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SECTION 3:
Determine Dripline Specifications
SECTION 3: DETERMINE DRIPLINE SPECIFICATIONS
CHOOSE THE EMITTER FLOW RATE, SPACING BETWEEN EMITTERS, AND SPACING BETWEEN ROWS
To determine the specification for the emitter flow rate and emitter spacing for the XF Series Dripline, follow the column under the proper soil type for your application to find the emitter flow and emitter spacing..
Table 2 gives recommended emitter flow rates and spacing for three basic soil types.. If the soil type is not known, or if there is a good chance that there will be many different types of soil at the site, use the shortest distance between emitters and rows from the table to be sure that the root zone is well irrigated.. If there is heavy loam or clay subsoil, these soil types will reduce the downward flow of water in the soil and allow for wider lateral spacing between rows..
TABLE 2: XF SERIES DRIPLINE RECOMMENDATION TABLES
XF Series Dripline Recommendations (English)
Soil Type |
Clay |
Loam |
Sand |
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Emitter Flow Rate (gallons per hour) |
0.4 GPH |
0.6 GPH |
0.9 GPH |
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Emitter Spacing (inches) |
18” |
18” |
12” |
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Dripline Lateral Spacing (inches) |
18” - 24” |
16 - 22” |
12” - 18” |
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XF Series Dripline Recommendations (Metric)
Soil Type |
Clay |
Loam |
Sand |
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Emitter Flow Rate (liters per hour) |
1.6 L/HR |
2.3 L/HR |
3.4 L/HR |
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Emitter Spacing (meters) |
0.45 |
0.45 |
0.3 |
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Dripline Lateral Spacing (meters) |
0.45 - 0.61 |
0.41 - 0.56 |
0.3 - 0.45 |
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Note: These are general guidelines, field conditions may require modification to emitter flow rate, emitter spacing and lateral spacing. XF Series Dripline is to be installed at a depth of 4”-6” (10.2-15.24 cm) in subsurface and groundcover applications. Use only XFS or XFS-CV dripline in subsurface applications. XF Series Dripline may also be installed on-surface under mulch in shrub and groundcover applications.
If you are not quite sure of the soil type, here is a test you can use by squeezing the soil in your hand:
Clay - When dry it forms hard clumps.. When damp it is flexible and can be molded into shapes..
Loam - A moderate sand or dirt and very little clay.. When dry it breaks easily.. When wet it forms a lump..
Sand - Soil particles are loose, sandy grains.. When dry it will fall apart when you open your hand.. When damp it will form a lump but it will crumble easily when touched..
<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
www.rainbird.com |
13 |
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SECTION 4:
Determine Type of Dripline Layout
SECTION 4: Determine Type of Dripline Layout
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14 |
www.rainbird.com |
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SECTION 4:
Determine Type of Dripline Layout
SECTION 4: DETERMINE TYPE OF DRIPLINE LAYOUT | SUBSURFACE
END FEED LAYOUT
This Grid layout is primarily used for dense plantings.. The layout uses supply headers and flush headers with rows of dripline
connected at each end.. The supply header and flush header form a continuous loop where all rows of dripline are being |
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supplied from both ends.. |
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Air Relief Valve |
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in Valve Box |
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(Only needed |
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XF Series Dripline |
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for XFS & XFD) |
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Laterals |
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Flush Header |
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Inline Emitters |
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(QF Dripline Header) Flush Valve |
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Wetted Area |
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Control Zone Kit |
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Operation |
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lines |
Indicator |
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in Valve Box |
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Lateral |
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spacing |
Run |
Length |
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Lateral |
Lateral |
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Dripline |
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From Water Source |
QF Dripline Header, PVC |
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or polyethylene tubing |
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CENTER FEED LAYOUT
Where layout flexibility exists, it is recommended that Center Feed layouts be used.. This allows for the most even flow of water through the zone.. Center Feed layouts also potentially allow you to increase the size of the zone by providing lateral runs on both sides of the supply header.. Center Feed layouts are an excellent option for median strips, road sides, and other homogenous planting zones..
PVC or Poly
Supply Header
Flush Valve
Flush Header |
spacing |
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Lateral |
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(QF Dripline Header) |
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Operation |
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Indicator |
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From Water Source
Air Relief Valve
in Valve Box
(Only needed for XFS & XFD)
Operation
Indicator
Flush Header
(QF Dripline Header)
Flush Valve
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Run |
Length |
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Lateral |
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Dripline |
Supply Header |
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Control Zone Kit
in Valve Box
<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
www.rainbird.com |
15 |
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<![endif]>SECTION 3 SECTION 2 SECTION 1
SECTION 4:
Determine Type of Dripline Layout
DETERMINE TYPE OF DRIPLINE LAYOUT | ON-SURFACE
QUICK LOOP LAYOUT
The Loop layout is one continuous loop that weaves back and forth throughout the zone in evenly spaced laterals (rows)..
lve
Control Zone Kit
in Valve Box
<![endif]>SECTION 4
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Lateral |
sp |
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<![endif]>SECTION 9 SECTION 8 SECTION 7 SECTION 6 SECTION 5
Fitting
FromWaterSource
CURVED EDGE LAYOUT
The Curved Edge layout is primarily used for dense planting areas.. The layout uses supply and flush headers with rows of dripline connected at the end.. The supply and flush header form a continuous loop and the dripline can be attached to the adjacent driplines with “tee” fittings to accommodate curved applications..
Flush Header
(QF Dripline Header)
Insert or |
XF Series Dripline Laterals |
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compression tting |
Flush Valve |
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Operation
Indicator
Supply Header
(QF Dripline Header)
Control Zone Kit |
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Length |
in Valve Box |
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Run |
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Control Zone |
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PVC or Poly
Supply Header
From Water Source
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www.rainbird.com |
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SECTION 4:
Determine Type of Dripline Layout
OTHER COMMON GRID LAYOUTS
BRANCHING OUT OR JOINING LAYOUTS
When branching out from a supply header with XF Series dripline, maximum lateral run length should be considered.. Add up all the “branched out” dripline and check it against the maximum lateral run lengths listed in Tables 6, 7, 8, or 9.. This will vary depending on the type of tubing being used..
When joining lateral rows from a supply header, check only the longest lateral against the maximum lateral run length listed in Tables 6, 7, 8, or 9..
Supply Header
(QF Dripline Header)
Branching Out
with XF Series
Laterals
Total the combined length of these XF Series Dripline laterals and compare it against the maximum lateral length allowed inTable 6.
Supply Header
(QF Dripline Header)
Joining Rows with XF Series Laterals
Check longest lateral against Tables 6,7,or 8 for maximum lateral length.
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Flush Header |
Flush Header |
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(QF Dripline Header) |
DESIGN CONSIDERATIONS
•Header should be spaced 2” - 4” (5cm-10..2 cm) from hardscape or other planting areas
•Headers may be QF Header, PVC, blank poly tubing or dripline
•Lateral spacing is a design consideration and can be calculated as shown on page 19 in “How to Calculate Equal Lateral (Row) Spacing”
•The lateral run length should not exceed the maximum lateral run length shown in Tables 6, 7, 8, or 9
•When using “Center Feed Layout” the run length should be measured from the supply header to the flush header and should not exceed the maximum run length shown
•When using “Loop Layout”, because water is split into two separate paths that meet in the middle, the total continuous loop length of dripline should not exceed twice the maximum lateral length
•In subsurface applications an air vacuum relief valve should be installed at the highest point in the system to avoid back siphoning debris into the emitter
•Flush valves should be installed at the low point in the flush header or at the mid point of the loop layout
<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
www.rainbird.com |
17 |
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<![endif]>SECTION 9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1
SECTION 4:
Determine Type of Dripline Layout
SLOPES
• The design of the dripline system should account for slopes on the site since runoff may occur at low points
• Slopes less than 3% do not require special design considerations
• Slopes greater than 3% should increase the dripline spacing by 25% in the bottom 1/3 of the zone
• Dripline should run perpendiculur (across) the slope when possible
ELEVATION CHANGES - SLOPE LAYOUT
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Slope |
of |
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Top |
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10 FT. SLOPE
SLOPES UP TO 10 FT. USING XFS-CV DRIPLINE:
• With sloping landscapes up to 10 ft.. of elevation change, no seperate zones or check valves are required
ZONE 1 |
CONTROL ZONE 1 |
*Increase the dripline |
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row spacing by 25% |
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Slope |
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in the bottom 1/3 of |
of |
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oe |
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the zone |
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ofSlope |
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SLOPES GREATER THAN 10 FT USING XFS-CV DRIPLINE:
•With steep sloping landscapes greater than 10 ft.., it is recommended that additional zones are installed to reduce runoff
•The use of XFS-CV can eliminate low emitter drainage
30 FT. SLOPE
ZONE
ZONE 2
ZONE 3 |
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Slope |
of |
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Toe |
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CONTROL ZONE 1
CONTROL ZONE 2
CONTROL ZONE 3
18 |
www.rainbird.com |
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SECTION 4:
Determine Type of Dripline Layout
DETERMINE LATERAL ROW SPACING
ApplicationWidth 8 feet
(96 inches)
18.4” 18.4” 18.4” 18.4” 18.4”
2”–4” from hardscape
XF Series Dripline
5 cm–10.2 cm
from hardscape
45cm 45cm 45cm 45cm 45cm
2.4 m
(243 cm)
HOW TO CALCULATE EQUAL LATERAL ROW SPACING WHEN MAKING CUSTOM PVC HEADERS
Loam soil is assumed for the example below with a recommended lateral row spacing of 16”-22” as shown in Table 2 on Page 13.. To calculate the specific lateral row spacing within this range, you need to know the width of the zone being irrigated and then use the calculation as show in Example 1..
Example 1: How to Calculate Equal Lateral (Row) Spacing
•Application width = 8’ (2..4 m)
•Convert into inches: 8’ x 12” = 96”
or (Convert into centimeters: 2..43 m x 100 = 243 cm)
•It is recommended to space dripline 2” (5 cm) from hardscapes and 4” (10..2 cm) from separate planting zones
In this example there are hardscapes on each side of the planting zone.. Remove the hardscape spacing on each side from the total width:
96” - (2x2”) = 92” (243 cm - (2x5 cm) = 233 cm)
•For loam soil, the range of lateral row spacing is 16”-22” (40..6 cm - 55..9 cm).. Choosing 18”, calculate the number of spaces between rows: 92” ÷ 18” = 5..1 (233 cm ÷ 0..45 m = 5..1).. Round to get whole spaces.. Round up if the decimal is 0..5 or higher, round down if it is less than 0..5.. In this case you should round down to 5 whole spaces between rows..
•Calculate the equal lateral row spacing: 92” ÷ 5 = 18..4” (233 cm ÷ 5 = 45 cm)
•Calculate the number of dripline rows by adding 1 to the number of spaces between rows: 5 + 1 = 6 dripline rows
<![endif]>9 SECTION 8 SECTION 7 SECTION 6 SECTION 5 SECTION 4 SECTION 3 SECTION 2 SECTION 1 SECTION
www.rainbird.com |
19 |
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SECTION 5:
Zone Water Calculations
SECTION 5: Zone Water Calculations
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