texas; rainwater harvesting soil storage and infiltration systems - part 2

8/3/2019 Texas; Rainwater Harvesting Soil Storage and Infiltration Systems - Part 2

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Rainwater Harvesting:

Soil Storage and

Infiltration SystemsJustin K. Mechell

Texas Cooperative ExtensionDepartment of Biological and Agricultural EngineeringTexas A&M University



How Rainwater Harvesting Works

Types of Systems

Simple and complex systems Simple: distributes rainwater

immediately

Complex: stores some or allof rainwater for later use



Rainwater Soil Storage and Infiltration

System Components Source

Collection

Diversion Gutters and downspouts

Piping- PVC

Storage Gravel trench

Chambers

Polystyrene peanuts

Water use Soil infiltration and Vegetation



Rainwater Soil Storage and Infiltration

System Components



Why use a Soil Storage and Infiltration

System system? Water is a valuable resource

Urbanization Increased runoff frequency and

volume

Thermal shock

Runoff quality

Groundwater recharge



Urbanization- Increased Surface Runoff



Stormwater Runoff Rate



Water Quality Impairments

Potential to introduce

new pollutants intosurface water

Construction activities

Pesticides

Fertilizers

Spills/Leaks

Affects human health



Menard CityLibrary

Menard, Texas,USA



Water Quality Impairments



Is a soil storage and infiltration system

feasible? Utilizes current guttering

and downspouts

Materials

Catch basin

PVC piping

Storage Chambers

Typically gravity fed

system No pumps or

electricity needed



When is a soil storage and infiltration

system not feasible? Existing

landscaping

Excavation

Slope

Space



How do I determine where the system

should be located? Site Selection

Geography Topography

Vegetative cover

Separation distances

Water movement

Soil characteristics




should be located? Geography

Climate

Warm vs Cold

Rainfall patterns

Size

Frequency

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http://images.google.com/imgres?imgurl=http://www.thunderstorm.co.nz/cb3105057.jpg&imgrefurl=http://www.thunderstorm.co.nz/Texas%2520Hail%2520Storm.htm&h=425&w=567&sz=29&tbnid=FhD6LYKSm672AM:&tbnh=98&tbnw=131&hl=en&start=40&prev=/images%3Fq%3Dtexas%2Bthunderstorm%26start%3D20%26svnum%3D10%26hl%3Den%26lr%3D%26sa%3DN




should be located? Topography

Systems are gravity fed Overall slope in the area should be

away from the structure

Structural foundation issuescould arise

Shrink/Swell of soil

http://images.google.com/imgres?imgurl=http://www.josephbosco.com/uploaded_images/katrinabeachhouse3-726313.jpg&imgrefurl=http://www.josephbosco.com/weblog.html&h=766&w=1024&sz=201&tbnid=5s--z0MxK68znM:&tbnh=112&tbnw=150&hl=en&start=1&prev=/images%3Fq%3Dsloping%2Bhill%26svnum%3D10%26hl%3Den%26lr%3D%26sa%3DN




should be located? Vegetative Cover

No woody plants or trees Plug openings

Grass cover over the storage and infiltration

trench Aids in removing moisture from the area

Prevents erosion

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should be located? Separation distances

Use Onsite sewage system separation distancesas a guide (Title 30 of the Texas AdministrativeCode, Chapter 285, Table X)

Prevent possible water contamination issues

Protect structural integrity

Shrink/Swell of soil




should be located? Water movement and Soil characteristics

Soil characteristics influence water movement

Soil profile (horizons) Impermeable layers Seasonal groundwater indicators




should be located? Water movement and Soil

characteristics

Soil characteristics influencewater movement Soil textural class

Percent distribution of differentsized organic particles

Soil Particle Particle Diameter

(mm)

Gravel >2.0

Sand 0.05 – 2.0

Silt 0.002 – 0.05

Clay < 0.002

Soil Particle Sizes (USDA, 1993)



How can I determine my soil texture

classification? Natural Resource Conservation Service Soil

Survey Reports Onsite Texture Analysis

Texture by feel method

(only if you have advanced knowledge of soils)




should be located? Soil Texture

Triangle



How do I determine my soil profile?

Natural Resource

Conservation Service SoilSurvey Reports

Dig an observation hole

Dig 2 feet below the bottomtrench excavation depth

Examine the profile forimpermeable layers andseasonal ground water markers



What should I take into consideration for

my design? Roof washer

Catch basin Required storage

volume

Trench construction

Observation port




my design? Roof washer

“Poor Man’s Roof Washer” PVC stand pipe

Commercially available

Contains a baffle and a removable filter Typically contained within a 30 to 50 gallon tank

Installed just ahead of the infiltration trench




my design? Catch basin

Floating debris

Settling debris




my design? Required

storage volume

Catchment areaand desiredstorm

Rainfall Depth

(in.)

Volume

(ft3)

Volume

(gallons)

0.5 4.2 311.0 8.3 62

1.5 12.5 94

2.0 16.7 125

2.5 20.8 156

3.0 25.0 187

Accumulated Rainwater Volumes from Common Rainfall Events(Based on a 100 ft2 Catchment Area and 100% Collection Efficiency)

h h ld k i id i f




my design? Required storage

volume

Expected volume

)(

12

)(

#

)( 32

ft Volume ficient RunoffCoef

ft

in

inrm DesiredSto

tsofDownspou

ft RoofArea=××

R i f ll C ffi i



Rainfall Coefficients

Listed in the Soil Storage and Infiltration SystemFact Sheet

It is the yield of rainwater you can expect to

actually collect

Wh h ld I k i id i f





volume

Required number ofchambers

Downspout

ofChambers

perChamber ft Volume

ft Volume #

)(

)(3

3

=

Wh h ld I k i id i f





volume

If chamber system is notused

Required length of

storage

Downspout

orage LengthofSt

fStorage perLengtho ft Volume

ft Volume=

)(

)(3

3

H d I d i T h?



How do I design my Trench?

Trench

Depth should be at least 1 foot greater than the height of

the chamber Bottom elevation should be level to within 1” over 25’ and

within 3” over the entire length of excavation

Width should be at least 6” wider than the chamber

H d I d i T h?




Trench layout

Minimum of 6” of gravel should be placed along the

bottom

Gravel should be backfilled to the top of the chamber

Geo-textile fabric should be placed over the top of the

gravel Backfill with at least 6” of native soil

Mound to facilitate good drainage and allow for settling

H d I d i m Tr h?




Observation Port

Should be located at the

end of the trench

Should rise to ground level

Cap should be secure but

removable



Menard CityLibrary

Menard, Texas,USA



Operation and Maintenance




Key to the success and long term operation

of the system





Leaf screens

Roof washer

Removal of small diameter debris

Catch basin

Grate should be removable for cleaning Cold climates

May need cover to prevent freezing

Observation port Allows you to see what is going on under ground

Construction Considerations



Construction Considerations

Avoid wet conditions during construction

Tracked equipment is preferred to wheeledequipment

Distribution of weight is critical for permeability of

soil

Post Construction Considerations



No vehicular traffic should cross the system

Cave-ins Plug orifices

No structures should be placed over thesystem

Questions?



Questions?

Presentation is based on

Rainwater Harvesting: Soil Storage and Infiltration Systems

Texas Cooperative Extension

Booklet B-6195

texas; rainwater harvesting soil storage and infiltration systems - part 2

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