Difference between revisions of "Rainwater harvesting: Sizing and modeling"

From LID SWM Planning and Design Guide
Jump to navigation Jump to search
Line 3: Line 3:
[[File:Cistern Size.png|thumb|Schematic diagram of the inputs and outputs to a rainwater harvesting cistern]]
[[File:Cistern Size.png|thumb|Schematic diagram of the inputs and outputs to a rainwater harvesting cistern]]
===Simple===
===Simple===
<blockquote>Five percent of the average annual yield can be estimated:
<blockquote>
<br><strong>Y<sub>0.05</sub>= A × C<sub>vol, A</sub> × R<sub>a</sub> × e × 0.05</strong>
*Five percent of the average annual yield can be estimated:
<br>Y<sub>0.05</sub> = Five percent of the average annual yield (L)
*<strong>Y<sub>0.05</sub>= A × C<sub>vol, A</sub> × R<sub>a</sub> × e × 0.05</strong>
<br>A = The catchment area (m<sup>2</sup>)
*Y<sub>0.05</sub> = Five percent of the average annual yield (L)
<br>C<sub>vol, A</sub> = The annual runoff coefficient for the catchment
*A = The catchment area (m<sup>2</sup>)
<br>R<sub>a</sub> = The average annual rainfall depth (mm)
*C<sub>vol, A</sub> = The annual runoff coefficient for the catchment
<br>e = The efficiency of the pre-storage filter</blockquote>
*R<sub>a</sub> = The average annual rainfall depth (mm)
*e = The efficiency of the pre-storage filter</blockquote>
 
Filter efficiency (e) can be reasonably estimated as 0.9 pending manufacturer’s information.
Filter efficiency (e) can be reasonably estimated as 0.9 pending manufacturer’s information.
In a study of three sites in Ontario, STEP found the annual C<sub>vol, A</sub> of the rooftops to be around 0.8 [http://www.sustainabletechnologies.ca/wp/home/urban-runoff-green-infrastructure/low-impact-development/rainwater-harvesting/performance-evaluation-of-rainwater-harvesting-systems-toronto-ontario/]. This figure includes losses to evaporation, snow being blown off the roof, and number of overflow events.
In a study of three sites in Ontario, STEP found the annual C<sub>vol, A</sub> of the rooftops to be around 0.8 [http://www.sustainabletechnologies.ca/wp/home/urban-runoff-green-infrastructure/low-impact-development/rainwater-harvesting/performance-evaluation-of-rainwater-harvesting-systems-toronto-ontario/]. This figure includes losses to evaporation, snow being blown off the roof, and number of overflow events.
Line 33: Line 35:
<strong>Total storage = V<sub>S</sub> + Y<sub>0.05</sub></strong>
<strong>Total storage = V<sub>S</sub> + Y<sub>0.05</sub></strong>
----
----
===STEP Rainwater Harvesting Tool===
===STEP Rainwater Harvesting Tool===
[[File:RWH_tank_capacity_table.jpg|thumb|Quick reference table generated using STEP RWH tool, (data for the City of Toronto (median annual rainfall 678 mm). Optimal cistern size is that providing at least a 2.5% improvement in water savings following an increase of 1,000 Litres in storage capacity.]]
[[File:RWH_tank_capacity_table.jpg|thumb|Quick reference table generated using STEP RWH tool, (data for the City of Toronto (median annual rainfall 678 mm). Optimal cistern size is that providing at least a 2.5% improvement in water savings following an increase of 1,000 Litres in storage capacity.]]

Revision as of 21:03, 11 August 2017

{{TOClimit|2}

Schematic diagram of the inputs and outputs to a rainwater harvesting cistern

Simple[edit]

  • Five percent of the average annual yield can be estimated:
  • Y0.05= A × Cvol, A × Ra × e × 0.05
  • Y0.05 = Five percent of the average annual yield (L)
  • A = The catchment area (m2)
  • Cvol, A = The annual runoff coefficient for the catchment
  • Ra = The average annual rainfall depth (mm)
  • e = The efficiency of the pre-storage filter

Filter efficiency (e) can be reasonably estimated as 0.9 pending manufacturer’s information. In a study of three sites in Ontario, STEP found the annual Cvol, A of the rooftops to be around 0.8 [1]. This figure includes losses to evaporation, snow being blown off the roof, and number of overflow events.

Five percent of the average annual demand (D0.05) can be estimated:


D0.05 = Pd × n × 18.25
D0.05 = Five percent of the average annual demand (L)
Pd = The daily demand per person (L)


n = The number of occupants

Then the following calculations are based upon two criteria:

  1. A design rainfall depth is to be captured entirely by the RWH system.
  2. The average annual demand (D) is greater than the average annual yield (Y) from the catchment.

When Y0.05/ D0.05 < 0.33, the storage volume required can be estimated:
VS = A × Cvol × Rd × e
VS = Storage volume required (L)
A = The catchment area (m2)
Cvol, E = The design storm runoff coefficient for the catchment
Rd = The design storm rainfall depth (mm), and
e = The efficiency of the pre-storage filter. /*Good catchment selection means that the runoff coefficient, for a rainstorm event (Cvol, E) should be 0.9 or greater.

When 0.33 < Y0.05/ D0.05< 0.7, the total storage required can be estimated by adding Y0.05:
Total storage = VS + Y0.05


STEP Rainwater Harvesting Tool[edit]

Quick reference table generated using STEP RWH tool, (data for the City of Toronto (median annual rainfall 678 mm). Optimal cistern size is that providing at least a 2.5% improvement in water savings following an increase of 1,000 Litres in storage capacity.

The Sustainable Technologies Evaluation Program have produced a rainwater harvesting design and costing tool specific to Ontario. The tool is in a simple to use Excel format and is free to download. Rainwater Harvesting Tool


STEP Treatment Train Tool[edit]

Once the size of cistern has been determined, it can easily be modeled in many open source and proprietary applications. For planning purposes, a RWH system could be integrated into a site plan using STEP's Treatment Train Tool. In a typical configuration:

  • The catchment (roof) would be 100% impervious
  • The rainwater harvesting system would be a 'Storage' Element with the following properties:
    • Storage type = No removal
    • Lined
    • Underlying soil = doesn't matter, can ignore
    • Evaporation factor = 0
    • Suction head (mm) = 0
    • Saturated conductivity (mm/hr) = 0
    • Initial soil moisture deficit (fraction) = 0
  • The dimensions of the rainwater cistern can be placed into the fields:
  1. Bottom elevation (m)
  2. Maximum depth (m)
  3. Initial water depth (m)
  4. The Curves table is designed to accommodate ponds of roughly conical dimensions. A rainwater cistern is usually cuboid or cylindrical in shape, so that the area (m2) will remain the same throughout the depth.

Treatment Train Tool