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Created page with "This article is about large, integrated rainwater harvesting systems. For smaller, seasonal, outdoor, residential systems, see Rain Barrels <div class="col-md-8">{{TOCli..."
This article is about large, integrated rainwater harvesting systems. For smaller, seasonal, outdoor, residential systems, see [[Rain Barrels]]
<div class="col-md-8">{{TOClimit|2}}
===Overview===
<p> Rainwater harvesting (RWH) is the ancient practice of collecting and storing precipitation for later use. Although Ontario is a region with relatively abundant fresh water, RWH is increasing in popularity for a number of reasons:
<ol>
<li>The simplicity of selecting and installing a system, owing to improvements in the technology and the development of a local industry, </li>
<li>The ease of modelling RWH in a stormwater management (SWM) plan, owing to the fixed size of the catchment and the cistern, </li>
<li>Increasing transparency of storm sewer costs in some municipalities, and </li>
<li>Increasing utility rates for potable water supply. </li>
</ol>
</p>
{{TextBox|1=Rainwater harvesting is an ideal technology for:
*Sites which cannot infiltrate water owing to contaminated soils or shallow bedrock,
*Zero-lot-line developments such as condos or dense urban infill, or conversely
*Projects with extensive gardens and landscapes which would benefit from free irrigation water.}}
<p><strong>The fundamental components of a rainwater harvesting system are:</strong>
*the [[catchment area]] where the rain lands (e.g. rooftop),
*a screen or filter to remove coarse debris (mostly leaves),
*a [[cistern]] which will store the collected rainwater and preserve its quality,
*the connecting pipe network including roof drains. </p>
<p><strong>Additional components may include:</strong>
*pumps to lift water to higher elevations, depending on the layout of the components,
*additional water filtration and treatment, depending on the intended use of the water. </p>
</div>
<div class="col-md-4">
<panelSuccess>
<gallery mode="packed" widths=300px heights=300px>
STEP Minto Cistern P1 - Copy.jpg| Rainwater harvesting is commonly employed on zero-lot-line projects like downtown condos. This cast in place concrete vault in one corner of the parking level is a typical design.
</gallery>
</panelSuccess>
</div>
<div class="col-md-12">
----
===Planning Considerations===
</div>
<div class="col-md-8">
<h4>Place in the Treatment Train</h4>
To maximize the volume of water available for reuse, a RWH system is usually located near to the front of a treatment train. i.e. Upstream of other LID technologies. The most common exception would be where a site strategy employs a [[Green Roofs|green roof]].
A simple warm-weather system may capture all of the rooftop runoff in an external tank above grade and use it for sub-surface irrigation. In this scenario the tank can overflow via gravity to a sub-surface [[Infiltration chambers|infiltration chamber]] or a [[Bioretention cells|bioretention cell]]. But, if the tank is located below the ground or inside a building the overflow may need a pump.
<h4>Catchments</h4>
<p>The origin of the harvested water affects the permissible end uses. Some of the most common uses include irrigation and flushing or toilets and urinals. As mixed source water can only be applied to the more limited end uses, selecting the catchments for a RWH system requires careful consideration. </p>
*The [https://www.ontario.ca/laws/regulation/120332 Ontario Building Code (OBC)] regulates the use of harvested rainwater as one of many non-potable water sources. <em>"Rainwater means storm sewage runoff that is collected from a roof or the ground, but not from accessible patios and driveways."</em>
*The [https://www.iccsafe.org/wp-content/uploads/110116-Draft-CSA_ICC-B805-Rainwater-Harvesting.pdf CSA standard] separates <em>"roof runoff"</em> from all other sources, including landscaped areas and green roofs. Collectively the green roof/landscaped and paved areas result in <em>"stormwater runoff."</em>
<p>The current disparity between these two definitions affects all vegetated landscapes including green roofs. Confusion over terminology and regulation has been identified as a significant barrier to implementation of RWH since 2010[http://www.ryerson.ca/content/dam/water/education%20and%20outreach/GreenInfraTO/Identifying%20Barriers%20to%20Widespread%20Implementation%20of%20Rainwater%20Harvesting%20for%20Urban%20Household%20Use%20in%20Ontario.pdf].</p>
<h4>Cistern and Pipework</h4>
Cisterns must be installed in locations where native soils or the building structure can support the load associated with the volume of stored water. <br>
Expansion caused by freezing water will damage pipes, pumps and the cistern. There are two options for managing a RWH system in our climate:
<ol>
<li>The entire system is drained and closed off ahead of [[sub-zero temperatures]] </li>
<li>All pipework, pumps, filters and the cistern are protected from freezing during the winter </li>
</ol>
The first option may be suitable for systems optimized for exterior irrigation only. But regulatory authorities may not permit the use of such seasonal systems as part of a storm water control strategy. Year round systems can be protected from freezing by locating the pipes, pumps and cistern indoors and/or below the frost penetration depth[http://www.raqsb.mto.gov.on.ca/techpubs/ops.nsf/0/ee1f1756eacc00e18525808200628fbf/$FILE/OPSD3090.101%20Rev%231%20Nov2010.pdf].
<h4>Design for Maintenance </h4>
<p>Detailed inspection and maintenance advice can be found in [http://www.sustainabletechnologies.ca/wp/wp-content/uploads/2016/08/LID-IM-Guide-7.7-Rainwater-Cisterns.pdf Sustainable Technologies' LID I&M guide]. </p>
<p>The two primary operational concerns for RWH systems are:
<ol>
<li>A leak developing,</li>
<li>Debris obstructing some part of the plumbing. </li>
</ol>
Planning can help ensure that these are identified and fixed more easily and cheaply.
Example questions:
<ul>
<li>Is the roof (catchment) readily accessible to sweep debris periodically?</li>
<li>Could the accumulation of debris on the roof be reduced by removing any overhanging branches?</li>
<li>Can the leaf screens accessed from the roof? Or from a maintenance room?</li>
<li>Will the cistern require entry for inspection in the future? How will this be accessed?</li>
</ul> </p>
<p><em>RWH systems producing higher quality water will have additional maintenance requirements. These will depend on the the treatment technologies being used.</em></p>
</div>
<div class="col-md-4">
<panelSuccess>
<gallery mode="packed" widths=300px heights=300px>
Overground RHW.jpg| An above-ground cistern. This system is not frost proof, and would have to be drained and closed during winter.
Agc1.png| An above-ground cistern used for sub-surface irrigation. A filter box is included on the roof drain, no further treatment is shown. The overflow is connected to an underground infiltration area.
</gallery>
</panelSuccess>
</div>
<div class="col-md-12">
----
===Design===
<h4blue>Sizing & modeling</h4blue>
{{:Rainwater Harvesting: Sizing and Modelling}}
<h4>Catchments</h4>
<p>Decisions need to be made about the selection and grading of catchments. If one catchment is very large, can it be regraded to drain to two or more outlets? Is it desirable to capture both rooftop water and other stormwater? This will may determine the quality improvements required to use the water. See table below, which illustrates the higher treatment required for storm water (i.e. non-rooftop). </p>
<h4>Cisterns</h4>
<p>Preformed above-ground tanks are usually constructed from polyethylene or galvanized steel. They are available with storage capacity up to around 50,000 L. Preformed below-ground tanks may be constructed from reinforced fiberglass or concrete. Fiberglass tanks are available up to around 150,000 L. Concrete vaults can be constructed in almost any size. Wooden tanks are less common but are also available and permitted in the regulations.</p>
<p>As a standing body of freshwater, RWH cisterns present ideal habitat for [[Pests#Mosquitoes|mosquitoes]]. Mosquitoes should be prevented from entering by using a mesh screen on all openings. Larvicides may be added when the water is only to be used for irrigation purposes.
To prevent algal growth, the cistern must be opaque or otherwise protect the water from light.</p>
<h4>Plumbing and Regulation </h4>
<p>The current Ontario Building Code requires that rainwater harvesting systems are designed, constructed and installed to conform to good engineering practice. References are made to ASHRAE, ASPE[https://www.aspe.org/content/arcsaaspeansi-63-2013-rainwater-catchment-systems-electronic-download] and CSA [http://shop.csa.ca/en/canada/plumbing-products-and-materials/cancsa-b1281-06b1282-06-r2016/invt/27024892006] guides for plumbing detailing. </p>
<p>These guides focus on ensuring that the rainwater does not contaminate or become mistaken for the municipal drinking water supply. Similarly, rainwater must be prevented from becoming contaminated from the sewer. In both cases, an air gap or a back-flow preventer is required.
</p>
</div>
<div class="col-md-4">
<panelInfo>
<gallery mode="packed" widths=300px heights=300px>
RAINWATER HARVESTING TANK 550x550.jpg | Large cistern being installed underground
RWH.gif| Conceptual diagram of an underground cistern being used for irrigation
</gallery>
</panelInfo>
</div>
<div class="col-md-12">
----
===Performance===
<h4>Water Quantity</h4>
<p>In theory a large enough RWH cistern could retain 100% of a single storm. However, sizing a stormwater cistern must account for regulatory requirements, available space, budget, and draw-down i.e. rate of use. If a RWH system is being employed for storm water control, the cistern size will typically be greater than that for optimized potable water use reduction. </p>
<p> In 2007-2010 STEP monitored and modelled three rainwater harvesting systems in the Greater Toronto Area[http://www.sustainabletechnologies.ca/wp/home/urban-runoff-green-infrastructure/low-impact-development/rainwater-harvesting/performance-evaluation-of-rainwater-harvesting-systems-toronto-ontario/]. Each system was sized to balance stormwater management objectives with with potable water use reduction for irrigation and toilet flushing. Key findings include:</p>
<ul>
<li>Around 18-20% of the precipitation was lost directly from the rooftop.</li>
<li>Annual stormwater capture varied between 18 and 42 %.</li>
</ul>
<h4>Water Quality</h4>
{{:Rainwater_harvesting:_Water_quality}}
----
===Incentives and Credits===
<h4>In Ontario</h4>
<strong>City of Mississauga</strong><br>
The City of Mississauga has a stormwater management credit program which includes RWH as one of their recommended site strategies[https://www.mississauga.ca/portal/services/credit-program].
<br>
<h4>LEED BD + C v. 4</h4>
<strong>Water Efficiency: Rainwater management (up to 3 points)</strong><br>
<p>Note that for lines 1. and 2. preference is given to LID that 'best replicates natural site hydrology':
<ul>
<li>Two points (or 1 point for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 95th percentile of regional or local rainfall events." </li>
<li>Three points (or 2 points for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 98th percentile of regional or local rainfall events." </li>
</ul>
<strong>OR</strong>
For zero-lot-line projects only, 3 points (or 2 points for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 85th percentile of regional or local rainfall events."
This last clause relating to zero-lot-line projects is where RWH may prove most applicable compared to other LID.</p>
<strong>Pilot Credits: Whole Project Water Use Reduction (up to 10 points)</strong> <br>
This pilot credit requires whole building water use modeling to demonstrate reduced water use compared to a baseline model. <br>
A sliding scale awards between 1 point for 10% reduction to 10 points for 65% reduction.
Making this kind of water use reduction would typically require reuse of [[greywater]] as well as an optimized RWH plan.
----
===See Also===
*[[Rain Barrels|Rain Barrels]]
----
===External Links===
{{:Rainwater harvesting: External links}}
{{:Feedback}}
<div class="col-md-8">{{TOClimit|2}}
===Overview===
<p> Rainwater harvesting (RWH) is the ancient practice of collecting and storing precipitation for later use. Although Ontario is a region with relatively abundant fresh water, RWH is increasing in popularity for a number of reasons:
<ol>
<li>The simplicity of selecting and installing a system, owing to improvements in the technology and the development of a local industry, </li>
<li>The ease of modelling RWH in a stormwater management (SWM) plan, owing to the fixed size of the catchment and the cistern, </li>
<li>Increasing transparency of storm sewer costs in some municipalities, and </li>
<li>Increasing utility rates for potable water supply. </li>
</ol>
</p>
{{TextBox|1=Rainwater harvesting is an ideal technology for:
*Sites which cannot infiltrate water owing to contaminated soils or shallow bedrock,
*Zero-lot-line developments such as condos or dense urban infill, or conversely
*Projects with extensive gardens and landscapes which would benefit from free irrigation water.}}
<p><strong>The fundamental components of a rainwater harvesting system are:</strong>
*the [[catchment area]] where the rain lands (e.g. rooftop),
*a screen or filter to remove coarse debris (mostly leaves),
*a [[cistern]] which will store the collected rainwater and preserve its quality,
*the connecting pipe network including roof drains. </p>
<p><strong>Additional components may include:</strong>
*pumps to lift water to higher elevations, depending on the layout of the components,
*additional water filtration and treatment, depending on the intended use of the water. </p>
</div>
<div class="col-md-4">
<panelSuccess>
<gallery mode="packed" widths=300px heights=300px>
STEP Minto Cistern P1 - Copy.jpg| Rainwater harvesting is commonly employed on zero-lot-line projects like downtown condos. This cast in place concrete vault in one corner of the parking level is a typical design.
</gallery>
</panelSuccess>
</div>
<div class="col-md-12">
----
===Planning Considerations===
</div>
<div class="col-md-8">
<h4>Place in the Treatment Train</h4>
To maximize the volume of water available for reuse, a RWH system is usually located near to the front of a treatment train. i.e. Upstream of other LID technologies. The most common exception would be where a site strategy employs a [[Green Roofs|green roof]].
A simple warm-weather system may capture all of the rooftop runoff in an external tank above grade and use it for sub-surface irrigation. In this scenario the tank can overflow via gravity to a sub-surface [[Infiltration chambers|infiltration chamber]] or a [[Bioretention cells|bioretention cell]]. But, if the tank is located below the ground or inside a building the overflow may need a pump.
<h4>Catchments</h4>
<p>The origin of the harvested water affects the permissible end uses. Some of the most common uses include irrigation and flushing or toilets and urinals. As mixed source water can only be applied to the more limited end uses, selecting the catchments for a RWH system requires careful consideration. </p>
*The [https://www.ontario.ca/laws/regulation/120332 Ontario Building Code (OBC)] regulates the use of harvested rainwater as one of many non-potable water sources. <em>"Rainwater means storm sewage runoff that is collected from a roof or the ground, but not from accessible patios and driveways."</em>
*The [https://www.iccsafe.org/wp-content/uploads/110116-Draft-CSA_ICC-B805-Rainwater-Harvesting.pdf CSA standard] separates <em>"roof runoff"</em> from all other sources, including landscaped areas and green roofs. Collectively the green roof/landscaped and paved areas result in <em>"stormwater runoff."</em>
<p>The current disparity between these two definitions affects all vegetated landscapes including green roofs. Confusion over terminology and regulation has been identified as a significant barrier to implementation of RWH since 2010[http://www.ryerson.ca/content/dam/water/education%20and%20outreach/GreenInfraTO/Identifying%20Barriers%20to%20Widespread%20Implementation%20of%20Rainwater%20Harvesting%20for%20Urban%20Household%20Use%20in%20Ontario.pdf].</p>
<h4>Cistern and Pipework</h4>
Cisterns must be installed in locations where native soils or the building structure can support the load associated with the volume of stored water. <br>
Expansion caused by freezing water will damage pipes, pumps and the cistern. There are two options for managing a RWH system in our climate:
<ol>
<li>The entire system is drained and closed off ahead of [[sub-zero temperatures]] </li>
<li>All pipework, pumps, filters and the cistern are protected from freezing during the winter </li>
</ol>
The first option may be suitable for systems optimized for exterior irrigation only. But regulatory authorities may not permit the use of such seasonal systems as part of a storm water control strategy. Year round systems can be protected from freezing by locating the pipes, pumps and cistern indoors and/or below the frost penetration depth[http://www.raqsb.mto.gov.on.ca/techpubs/ops.nsf/0/ee1f1756eacc00e18525808200628fbf/$FILE/OPSD3090.101%20Rev%231%20Nov2010.pdf].
<h4>Design for Maintenance </h4>
<p>Detailed inspection and maintenance advice can be found in [http://www.sustainabletechnologies.ca/wp/wp-content/uploads/2016/08/LID-IM-Guide-7.7-Rainwater-Cisterns.pdf Sustainable Technologies' LID I&M guide]. </p>
<p>The two primary operational concerns for RWH systems are:
<ol>
<li>A leak developing,</li>
<li>Debris obstructing some part of the plumbing. </li>
</ol>
Planning can help ensure that these are identified and fixed more easily and cheaply.
Example questions:
<ul>
<li>Is the roof (catchment) readily accessible to sweep debris periodically?</li>
<li>Could the accumulation of debris on the roof be reduced by removing any overhanging branches?</li>
<li>Can the leaf screens accessed from the roof? Or from a maintenance room?</li>
<li>Will the cistern require entry for inspection in the future? How will this be accessed?</li>
</ul> </p>
<p><em>RWH systems producing higher quality water will have additional maintenance requirements. These will depend on the the treatment technologies being used.</em></p>
</div>
<div class="col-md-4">
<panelSuccess>
<gallery mode="packed" widths=300px heights=300px>
Overground RHW.jpg| An above-ground cistern. This system is not frost proof, and would have to be drained and closed during winter.
Agc1.png| An above-ground cistern used for sub-surface irrigation. A filter box is included on the roof drain, no further treatment is shown. The overflow is connected to an underground infiltration area.
</gallery>
</panelSuccess>
</div>
<div class="col-md-12">
----
===Design===
<h4blue>Sizing & modeling</h4blue>
{{:Rainwater Harvesting: Sizing and Modelling}}
<h4>Catchments</h4>
<p>Decisions need to be made about the selection and grading of catchments. If one catchment is very large, can it be regraded to drain to two or more outlets? Is it desirable to capture both rooftop water and other stormwater? This will may determine the quality improvements required to use the water. See table below, which illustrates the higher treatment required for storm water (i.e. non-rooftop). </p>
<h4>Cisterns</h4>
<p>Preformed above-ground tanks are usually constructed from polyethylene or galvanized steel. They are available with storage capacity up to around 50,000 L. Preformed below-ground tanks may be constructed from reinforced fiberglass or concrete. Fiberglass tanks are available up to around 150,000 L. Concrete vaults can be constructed in almost any size. Wooden tanks are less common but are also available and permitted in the regulations.</p>
<p>As a standing body of freshwater, RWH cisterns present ideal habitat for [[Pests#Mosquitoes|mosquitoes]]. Mosquitoes should be prevented from entering by using a mesh screen on all openings. Larvicides may be added when the water is only to be used for irrigation purposes.
To prevent algal growth, the cistern must be opaque or otherwise protect the water from light.</p>
<h4>Plumbing and Regulation </h4>
<p>The current Ontario Building Code requires that rainwater harvesting systems are designed, constructed and installed to conform to good engineering practice. References are made to ASHRAE, ASPE[https://www.aspe.org/content/arcsaaspeansi-63-2013-rainwater-catchment-systems-electronic-download] and CSA [http://shop.csa.ca/en/canada/plumbing-products-and-materials/cancsa-b1281-06b1282-06-r2016/invt/27024892006] guides for plumbing detailing. </p>
<p>These guides focus on ensuring that the rainwater does not contaminate or become mistaken for the municipal drinking water supply. Similarly, rainwater must be prevented from becoming contaminated from the sewer. In both cases, an air gap or a back-flow preventer is required.
</p>
</div>
<div class="col-md-4">
<panelInfo>
<gallery mode="packed" widths=300px heights=300px>
RAINWATER HARVESTING TANK 550x550.jpg | Large cistern being installed underground
RWH.gif| Conceptual diagram of an underground cistern being used for irrigation
</gallery>
</panelInfo>
</div>
<div class="col-md-12">
----
===Performance===
<h4>Water Quantity</h4>
<p>In theory a large enough RWH cistern could retain 100% of a single storm. However, sizing a stormwater cistern must account for regulatory requirements, available space, budget, and draw-down i.e. rate of use. If a RWH system is being employed for storm water control, the cistern size will typically be greater than that for optimized potable water use reduction. </p>
<p> In 2007-2010 STEP monitored and modelled three rainwater harvesting systems in the Greater Toronto Area[http://www.sustainabletechnologies.ca/wp/home/urban-runoff-green-infrastructure/low-impact-development/rainwater-harvesting/performance-evaluation-of-rainwater-harvesting-systems-toronto-ontario/]. Each system was sized to balance stormwater management objectives with with potable water use reduction for irrigation and toilet flushing. Key findings include:</p>
<ul>
<li>Around 18-20% of the precipitation was lost directly from the rooftop.</li>
<li>Annual stormwater capture varied between 18 and 42 %.</li>
</ul>
<h4>Water Quality</h4>
{{:Rainwater_harvesting:_Water_quality}}
----
===Incentives and Credits===
<h4>In Ontario</h4>
<strong>City of Mississauga</strong><br>
The City of Mississauga has a stormwater management credit program which includes RWH as one of their recommended site strategies[https://www.mississauga.ca/portal/services/credit-program].
<br>
<h4>LEED BD + C v. 4</h4>
<strong>Water Efficiency: Rainwater management (up to 3 points)</strong><br>
<p>Note that for lines 1. and 2. preference is given to LID that 'best replicates natural site hydrology':
<ul>
<li>Two points (or 1 point for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 95th percentile of regional or local rainfall events." </li>
<li>Three points (or 2 points for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 98th percentile of regional or local rainfall events." </li>
</ul>
<strong>OR</strong>
For zero-lot-line projects only, 3 points (or 2 points for Healthcare) will be awarded if the project manages "the runoff from the developed site for the 85th percentile of regional or local rainfall events."
This last clause relating to zero-lot-line projects is where RWH may prove most applicable compared to other LID.</p>
<strong>Pilot Credits: Whole Project Water Use Reduction (up to 10 points)</strong> <br>
This pilot credit requires whole building water use modeling to demonstrate reduced water use compared to a baseline model. <br>
A sliding scale awards between 1 point for 10% reduction to 10 points for 65% reduction.
Making this kind of water use reduction would typically require reuse of [[greywater]] as well as an optimized RWH plan.
----
===See Also===
*[[Rain Barrels|Rain Barrels]]
----
===External Links===
{{:Rainwater harvesting: External links}}
{{:Feedback}}