Harvesting Rainwater for Landscape UsePatricia H. Waterfall
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| Inches/Rainfall | Gallons/Square Foot |
| 0 | 0 |
| 1 | .6 |
| 2 | 1.3 |
| 3 | 1.9 |
| 4 | 2.5 |
| 5 | 3.1 |
| 6 | 3.7 |
| 7 | 4.4 |
| 8 | 5.0 |
| 9 | 5.6 |
| 10 | 6.2 |
| 11 | 6.8 |
| 12 | 7.5 |
| 13 | 8.1 |
| 14 | 8.7 |
| 15 | 9.3 |

Area of flat roof - Length X width
Area of slopped roof - Length X width
Before the water is stored it should be filtered to remove particles and debris. The degree of filtration is dependent on the size of the distribution tubing (drip systems would require more and finer filtering than water distributed through a hose). Filters can be in-line or a leaf screen can be placed over the gutter at the top of the downspout. Many people divert the first part of the rainfall to eliminate debris from the harvested water. The initial rain "washes" debris off the roof, the later rainfall, which is free of debris and dust, is then collected. Always cover the storage container to prevent mosquito and algae growth and also to prevent debris from getting into the storage container.
Storage allows full utilization of excess rainfall, by making water available later when it is needed. Locate storage near downspouts or at the end of the downspout. Storage can be underground or above-ground. Storage containers can be made of polyethylene, fiberglass, wood, or metal. Underground containers are a more expensive choice because of the cost of soil excavation and removal. Pumping the water out of the container adds an additional cost. Swimming pools, stock tanks, septic tanks, ferrocement culverts, concrete block, poured in place concrete, or building rock can be used for underground storage. Look in the Yellow Pages under "Tanks," "Feed Dealers," "Septic Tanks," and "Swimming Pools" to locate storage containers. Estimates for the cost of storage ranges from $100 to $3500, depending on the system, degree of filtration, and the distance between the storage and the place of use.2 Examples of above ground containers include large garbage cans, 55-gallon plastic or steel drums, barrels, tanks, cisterns, stock tanks, fiberglass fishponds, storage tanks, and above ground swimming pools. Above ground storage buildings or large holding tanks made of concrete block, stone, plastic bags filled with sand, or rammed earth also can also be used.

Roof catchment with sloping driveway, french drain, and underground storage.
If storage is unsightly, it can be designed into the landscape by placing it in an unobtrusive place or hiding it with a structure, screen, and/or plants. In all cases, storage should be located close to the area of use and placed at an elevated level to take advantage of gravity flow. Ideally, on a sloped lot the storage area is located at the high end of the property to facilitate gravity flow. Some times it is more useful to locate several smaller cisterns near where water is required because they are easier to handle and camouflage. If the landscaped area is extensive, several tanks can be connected to increase storage capacity. In the case that all storage tanks become full and rainfall continues, alternative storage for the extra water must be found. A concave lawn area would be ideal as a holding area where the rain water could slowly percolate into the soil.
The distribution system directs the water from the storage containers to landscaped areas. The distribution device can be a hose, constructed channels, pipes, perforated pipes, or a manual drip system. Gates and diverters can be used to control flow rate and flow direction. A manual valve or motorized ball valve located near the bottom of the storage container can assist gravity fed irrigation. If gravity flow is not possible, an in-line electric pump hooked to a hose can be used. The distribution of water through an automatic drip irrigation system requires extra effort to work effectively. A small submersible pump will be required to provide enough pressure to activate the remote control valve (minimum 20 psi). The pump should have the capability of turning off when there is no water in the tank to avoid burning the pump out.
Vine used to screen storage tank.
If you are designing a complex water harvesting system, draw your system on paper before you begin to construct it to save time and effort. You may not want to do any calculations, but if you do, a more functional and efficient system will result. However, doing the calculations does not eliminate the need to field test the system. The steps involved in designing a complex water harvesting system include site analysis, calculation, design, and construction. If the project is complicated, divide the site into sub-drainage areas and repeat the following steps for each sub-area.
Site Analysis. If you are starting with a new landscape or working with an existing one, draw your site and all the site elements to scale. Plot the existing drainage flow patterns by observing your property during a rain. Show the direction of the water flow with arrows. Also, indicate high and low areas on your plan. Look for catchment areas to harvest water; for example, paved areas, roof surfaces, and bare earth. Next, find planted areas or potential planting areas that require irrigation. Also, locate above or below ground storage near planted areas. Decide how you are going to move water from the catchment area to the holding area or storage container. Rely on gravity to move water whenever you can. Also decide how you are going to move the water through the site from one landscaped area to another landscaped area. Again, if the site is too large or the system too complicated divide the area into sub-drainage systems.
Calculations. Calculate the monthly supply (rainfall harvest potential) and the monthly demand (plant water requirement) for a year. Next, calculate your monthly storage requirement if you are designing a more complex system.
Calculate supply (Tables 5 and 6) - The equation for calculating supply measures the amount of water (in gallons) capable of being harvested from a catchment area.
SUPPLY ( Gallons ) = (CATCHMENT AREA ( FT2 ) x RAINFALL ( FT )) x RUNOFF COEFFICIENT x 7.48 GAL/CF
The area of the catchment is expressed in square feet, for example a 10 x 20 FT catchment area is 200 SF (square feet). Measure a sloped roof by measuring the area that is covered by the roof, usually the length and width of the building. The catchment area is multiplied by the amount of rainfall converted to feet to get the volume of water which is expressed in cubic feet (Table 3). The runoff coefficient tells what percent of the rainfall can be harvested from specific surfaces (Table 4). The conversion number 7.48 converts cubic feet to gallons. The higher numbers represent a smoother surface that the lower numbers.
Tables 5 and 6 give monthly amounts for 1000 SF of roof area in Tucson or Phoenix. ETo data for other Arizona locations is available from AZMET (520_621_9742 or http://ag.arizona.edu/azmet/). (All Phoenix data is from the Greenway weather station.)
Roof catchment with multiple storage cans connected to a hose adjacent to a landscape holding area.
Table 3 - Average Monthly Rainfall
Tucson and Phoenix (Greenway)
TUCSON, ARIZONA |
PHOENIX, ARIZONA |
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| Month | Inches | Feet | Month | Inches | Feet |
| Jan. | 1.2 | 0.1 | Jan. | 1.6 | 0.1 |
| Feb. | 1.0 | 0.1 | Feb. | 0.9 | 0.1 |
| Mar. | 0.9 | 0.1 | Mar. | 1.4 | 0.1 |
| April | 0.3 | 0.0 | April | 0.3 | 0.0 |
| May | 0.3 | 0.0 | May | 0.2 | 0.0 |
| June | 0.0 | 0.0 | June | 0.1 | 0.0 |
| July | 1.3 | 0.1 | July | 1.4 | 0.1 |
| August | 1.8 | 0.2 | August | 1.2 | 0.2 |
| Sept. | 1.0 | 0.1 | Sept. | 0.9 | 0.1 |
| Oct. | 0.7 | 0.1 | Oct. | 0.8 | 0.1 |
| Nov. | 0.7 | 0.1 | Nov. | 0.9 | 0.1 |
| Dec. | 1.4 | 0.1 | Dec. | 1.1 | 0.1 |
| Total | 10.6 | 1.0 | 10.8 | 0.9 | |
Table 4 - Runoff Coefficients
| High | Low | |
Roof: |
0.95 | 0.90 |
| Paving: Concrete, asphalt |
1.00 | 0.90 |
| Gravel: | 0.70 |
0.25 |
| Soil: Flat, bare Flat, with vegetation |
0.75 |
0.20 0.10 |
| Lawns: Flat, sandy soil Flat, heavy soil |
0.10 0.17 |
0.05 0.13 |
Table 5 - Total Monthly Supply
Tucson
Roof Area = 1000 Square Feet
Runoff Coefficient = 0.90
| Month | Roof SF |
Runoff Coeff |
Rainfall Feet |
Convert Gallons |
Yield Gallons |
| Jan. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Feb. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Mar. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Apr. | 1000 | 0.90 | 0.0 | 7.48 | 0 |
| May | 1000 | 0.90 | 0.0 | 7.48 | 0 |
| Jun | 1000 | 0.90 | 0.0 | 7.48 | 0 |
| Jul | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Aug | 1000 | 0.90 | 0.2 | 7.48 | 1346 |
| Sept. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Oct. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Nov. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Dec. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Total | 1.0 | 6730 |
Table 6 - Total Monthly Supply
Phoenix (Greenway)
Roof Area = 1000 Square Feet
Runoff Coefficient = 0.90
| Month | Roof SF |
Runoff Coeff |
Rainfall Feet |
Convert Gallons |
Yield Gallons |
| Jan. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Feb. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Mar. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Apr. | 1000 | 0.90 | 0.0 | 7.48 | 0 |
| May | 1000 | 0.90 | 0.0 | 7.48 | 0 |
| Jun | 1000 | 0.90 | 0.0 | 7.48 | 0 |
| Jul | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Aug | 1000 | 0.90 | 0.2 | 7.48 | 673 |
| Sept. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Oct. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Nov. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Dec. | 1000 | 0.90 | 0.1 | 7.48 | 673 |
| Total | 0.9 | 6057 |
Calculate demand The demand equation tells you how much water is required for a given landscaped area. There are two methods you can use Method 1 is used for new or established landscapes, Method 2 can only be used for established landscapes. HINT: Grouping plants with similar water requirements simplifies the system by making the amount of water needed to maintain those plants easier to calculate.
METHOD 1 :
DEMAND = ( ETo x PLANT FACTOR ) x AREA x 7.48
The equation for calculating demand for new or established landscapes is based on monthly evapotranspiration (ETo) information. Table 7 provides ETo information for Tucson and Phoenix. (Evapotranspiration data for other Arizona areas is available through AZMET, the state-wide weather service.) For this equation use ETo values in feet. The Plant Factor represents the percent of ETo that is needed by the plant (Table 8). This is determined by the type of plant high, medium, or low water use. In the example shown, the plants require approximately 26 percent of ETo, the high range of low water use.
These plant factor values are approximate, specific plant values (coefficients) for landscape plants are not available. These values approximate what is needed to maintain plant health and acceptable appearance. Irrigation experience tells us where plants fall within each category. Consult the Arizona Department of Water Resources Low Water Use/Drought Tolerant Plant List for the Tucson or Phoenix areas to determine the approximate water requirement of landscape plants common to the area you live in. The irrigated area refers to how much area is planted and is expressed in square feet. The conversion factor 7.48 converts cubic feet into gallons. (Tables 9 and 10).
Table 7 - Average Monthly ETo
Tucson and Phoenix (Greenway)
TUCSON, ARIZONA |
PHOENIX, ARIZONA |
||||
| Month | Inches | Feet | Month | Inches | Feet |
| Jan. | 1.2 | 0.1 | Jan. | 1.6 | 0.1 |
| Feb. | 1.0 | 0.1 | Feb. | 0.9 | 0.1 |
| Mar. | 0.9 | 0.1 | Mar. | 1.4 | 0.1 |
| April | 0.3 | 0.0 | April | 0.3 | 0.0 |
| May | 0.3 | 0.0 | May | 0.2 | 0.0 |
| June | 0.0 | 0.0 | June | 0.1 | 0.0 |
| July | 1.3 | 0.1 | July | 1.4 | 0.1 |
| August | 1.8 | 0.2 | August | 1.2 | 0.2 |
| Sept. | 1.0 | 0.1 | Sept. | 0.9 | 0.1 |
| Oct. | 0.7 | 0.1 | Oct. | 0.8 | 0.1 |
| Nov. | 0.7 | 0.1 | Nov. | 0.9 | 0.1 |
| Dec. | 1.4 | 0.1 | Dec. | 1.1 | 0.1 |
| Total | 10.6 | 1.0 | Total | 10.8 | 0.9 |
Table 8 - Plant Water Use
| Plant Type | Percent Range |
|
| High | Low | |
| Low Water Use | 0.26 | 0.13 |
| Medium Water Use | 0.45 | 0.26 |
| High Water Use | 0.64 | 0.45 |
Table 9 - Total Monthly Demand
New or Established Landscapes - Tucson
Irrigated Area = 450 Square Feet
Plant
Factor = .26/ Low Water Use
| Month | ETo Feet |
Plant Factor |
Areal SF |
Convert Gallons |
Demand Gallons |
| Jan. | 0.2 | 0.26 | 450 | 7.48 | 175 |
| Feb. | 0.3 | 0.26 | 450 | 7.48 | 263 |
| Mar. | 0.5 | 0.26 | 450 | 7.48 | 438 |
| Apr. | 0.7 | 0.26 | 450 | 7.48 | 613 |
| May | 0.8 | 0.26 | 450 | 7.48 | 700 |
| Jun | 0.9 | 0.26 | 450 | 7.48 | 788 |
| Jul | 0.8 | 0.26 | 450 | 7.48 | 700 |
| Aug | 0.7 | 0.26 | 450 | 7.48 | 613 |
| Sept. | 0.6 | 0.26 | 450 | 7.48 | 543 |
| Oct. | 0.5 | 0.26 | 450 | 7.48 | 438 |
| Nov. | 0.3 | 0.26 | 450 | 7.48 | 263 |
| Dec. | 0.2 | 0.26 | 450 | 7.48 | 175 |
| Total | 6.5 | 5709 |
Table 10 - Total Monthly Demand
New or Established Landscapes - Phoenix(Greenway)
Irrigated Area = 450 Square Feet
Plant
Factor = 0.26/ Low Water Use
| Month | ETo Feet |
Plant Factor |
Areal SF |
Convert Gallons |
Demand Gallons |
| Jan. | 0.2 | 0.26 | 450 | 7.48 | 175 |
| Feb. | 0.3 | 0.26 | 450 | 7.48 | 263 |
| Mar. | 0.5 | 0.26 | 450 | 7.48 | 438 |
| Apr. | 0.7 | 0.26 | 450 | 7.48 | 613 |
| May | 0.8 | 0.26 | 450 | 7.48 | 700 |
| Jun | 0.9 | 0.26 | 450 | 7.48 | 788 |
| Jul | 0.8 | 0.26 | 450 | 7.48 | 700 |
| Aug | 0.8 | 0.26 | 450 | 7.48 | 700 |
| Sept. | 0.6 | 0.26 | 450 | 7.48 | 543 |
| Oct. | 0.5 | 0.26 | 450 | 7.48 | 438 |
| Nov. | 0.3 | 0.26 | 450 | 7.48 | 263 |
| Dec. | 0.2 | 0.26 | 450 | 7.48 | 175 |
| Total | 6.6 | 5796 |
Table 11 - Total Monthly Demand
Established Landscapes - All Locations
Average Winter Use=9 CCF
Household Size = 3
| Month | Monthly Use CCF |
Winter Ave CCF |
Use CCF |
Convert CCF Gallons |
Use Gallons |
| Jan. | 7 | 9 | 0 | 748 | 0 |
| Feb. | 11 | 9 | 2 | 748 | 1496 |
| Mar. | 13 | 9 | 4 | 748 | 2992 |
| Apr. | 15 | 9 | 6 | 748 | 4488 |
| May | 18 | 9 | 9 | 748 | 6732 |
| Jun | 19 | 9 | 10 | 748 | 7480 |
| Jul | 18 | 9 | 9 | 748 | 6732 |
| Aug | 15 | 9 | 6 | 748 | 4488 |
| Sept. | 14 | 9 | 5 | 748 | 3740 |
| Oct. | 12 | 9 | 3 | 748 | 2244 |
| Nov. | 10 | 9 | 1 | 748 | 748 |
| Dec. | 9 | 9 | 0 | 748 | 0 |
| Total | 161 | 41140 |
METHOD 2 :
This method of determining demand for established landscapes (Table 11) is based on actual water use. Use your monthly water bills to roughly estimate your landscape water demand. With this method we assume that during the months of December, January, and February most of the water is used indoors and that there is very little landscape watering. (If you irrigate your landscape more than occasionally during these months use Method 1.) The water company measures water in ccfs (100 cubic feet).To use this method average December, January, and February water use. In the example, the combined average winter monthly use is 9 ccf. Because we can assume that indoor use remains relatively stable throughout the year, you can subtract the winter average monthly use from each month's combined use and get a rough estimate of monthly landscape water use. To convert ccfs to gallons, multiply by 748.
Calculate storage/municipal water requirement (Table 12) Use a "checkbook" method to determine the amount of irrigation water available from water harvesting and the amount of municipal water needed in case there is not enough stored rainwater. This example is based on the supply and demand numbers from Tables 5 and 9. For simplicity, the calculations are done on a monthly basis. However, in reality the amount of water available fluctuates on a daily basis. The "Storage" column is cumulative and refers to what is actually available in storage. This is calculated by adding together the previous month's storage and the previous month's yield. The current month's demand is then subtracted from this. If the amount is positive, the amount left over is added to that month's yield to provide for the following month's demand. If the amount of water available is negative, that is, if the demand is greater than the supply, municipal water would be required to supplement the storage supply. During the first year there will be a deficit of harvested water because the year begins with an empty storage container (Table 12). However, beginning with Year 2 the storage has built up and there will always be enough harvested water for this landscape unless a drought occurs. The reason for this is that the winter rainwater is not all used up in winter when evapotranspiration rates are low, so this water can be saved for the "leaner" summer months. You will notice in this example (Table 13) that each year the overall storage numbers will increase slightly because supply will likely exceed demand.
Each site presents its own set of supply and demand amounts. Some water harvesting systems may always provide enough harvested water, some may provide only part of the demand. Remember that the supply will fluctuate from year to year depending on the weather and also which month the rainfall occurs. Demand may increase when the weather is hotter than normal and will increase as the landscape ages and plant sizes increase. Demand is also high during the plant establishment period which requires more frequent irrigation for new landscapes.
To determine storage 3, find the highest number in the Store column under Year 2. This would be the maximum storage requirement. In this example, March will be the month with the most water 2221 gallons. You will need approximately a 2300 gallon storage capacity to be self-sufficient using harvested water.
Table 12 - Monthly Storage/Municipal
Year 1
| Month | Yield Gallons |
Demand Gallons |
Cumulative torage Gallons | Municipal Use Gallons |
| Dec | 0 | |||
| Jan. | 808 | 210 | 0 | 210 |
| Feb. | 539 | 270 | 537 | 0 |
| Mar. | 539 | 429 | 647 | 0 |
| Apr. | 202 | 595 | 591 | 0 |
| May | 135 | 718 | 75 | 0 |
| Jun | 0 | 779 | 0 | 569 |
| Jul | 808 | 691 | 0 | 691 |
| Aug | 1010 | 586 | 222 | 0 |
| Sept. | 337 | 534 | 698 | 0 |
| Oct. | 404 | 420 | 615 | 0 |
| Nov. | 404 | 263 | 756 | 0 |
| Dec. | 808 | 184 | 976 | 0 |
| Total | 5994 | 5680 | 976 | 1470 |
Table 13 - Monthly Storage/Municipal
Year 2
| Month | Yield Gallons |
Demand Gallons |
Cumulative torage Gallons | Municipal Use Gallons |
| Dec | 808 | 976 | ||
| Jan. | 808 | 210 | 1574 | 0 |
| Feb. | 539 | 270 | 2111 | 0 |
| Mar. | 539 | 429 | 2221 | 0 |
| Apr. | 202 | 595 | 2165 | 0 |
| May | 135 | 718 | 1649 | 0 |
| Jun | 0 | 779 | 1005 | 0 |
| Jul | 808 | 691 | 314 | 0 |
| Aug | 1010 | 586 | 536 | 0 |
| Sept. | 337 | 534 | 1012 | 0 |
| Oct. | 404 | 420 | 929 | 0 |
| Nov. | 404 | 263 | 1070 | 0 |
| Dec. | 808 | 184 | 1290 | 0 |
| Total | 5994 | 5680 | 1290 | 0 |
Table 14 - Monthly Storage/Municipal
Year 3
| Month | Yield Gallons |
Demand Gallons |
Cumulative torage Gallons | Municipal Use Gallons |
| Dec | 808 | 1290 | ||
| Jan. | 808 | 210 | 1888 | 0 |
| Feb. | 539 | 270 | 2425 | 0 |
| Mar. | 539 | 429 | 2535 | 0 |
| Apr. | 202 | 595 | 2479 | 0 |
| May | 135 | 718 | 1963 | 0 |
| Jun | 0 | 779 | 1319 | 0 |
| Jul | 808 | 691 | 628 | 0 |
| Aug | 1010 | 586 | 850 | 0 |
| Sept. | 337 | 534 | 1326 | 0 |
| Oct. | 404 | 420 | 1243 | 0 |
| Nov. | 404 | 263 | 1384 | 0 |
| Dec. | 808 | 184 | 1604 | 0 |
| Total | 5994 | 5680 | 1604 | 0 |
If there is not enough water harvested for landscape watering, there are several options:
increase the catchment area,
reduce the amount of landscaped area,
reduce the plant density,
replace the plants with lower water use plants,
use mulch to reduce surface evaporation,
use greywater,4
use municipal water.
Final design and construction Use your site analysis information and your potential supply and demand calculations to size and locate catchment areas. For new construction, if possible, size the catchment area to accommodate the maximum landscape water requirement. If you cannot do this you may want to reduce plant water demand by either lowering planting density or selecting lower water use plants. Roofs or shade structures can be designed or retrofitted to maximize the size of the catchment area. If you are planning a new landscape, create a landscape that can live on the amount of water harvested from the existing roof catchment area. This can be accomplished by careful plant selection and control of the number of plants used. For the most efficient use of the harvested water, group plants with similar water requirements together. Remember that new plantings, even native plants, require special care and will need supplemental irrigation during the establishment period which can range between one and three years. (Use the supply and demand calculations to determine this.) Use gutters and downspouts to convey the water from the roof to the storage area. Consult Table 15 and 16 for tips on selecting and installing gutters and downspouts.
Table - 15 Guidelines
Gutters
Table - 16 Guidelines
Downspouts
Size your storage container(s) large enough to hold your calculated supply. Provide for distribution to all planted areas. Water collected from any catchment area can be distributed to any landscaped area; however, to save effort and money, locate storage close to plants needing water and higher than the planted area to take advantage of gravity flow. Pipes (Schedule 40), hoses, channels, and drip systems can distribute water where it is needed. If you do not have gravity flow or if you are distributing through a drip system you will need to use a small 1/2 HP pump to move the water through the lines. Select drip irrigation system filters with 200 mesh screens. The screen should be cleaned regularly.
Historically, people relied on harvested rain water to provide water for drinking, landscape watering, and for agricultural uses. Once urban areas started to develop, large, centralized water supply systems replaced the need to harvest water. More recently, people have become reacquainted with water harvesting, using it to provide water for home gardens, parking lot trees, multi-housing lawns, and commercial landscapes featuring desert-adapted plants.
Homes, schools, parks, parking lots, apartment complexes, and commercial facilities all provide sites where rainfall can be harvested. Many methods are available to harvest rain water for landscape use. Some of them inexpensive and easy to construct, for example, storing water in a barrel for later use or constructing small berms and drainages to direct water to a row of trees. All you need to get started is rainfall and plants that require irrigation. Even the most simple methods provide benefits. The water customer benefits from lower bills and the community achieves long-term benefits which reduce groundwater use and promote soil conservation.