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Two calculations are needed to determine the evapotranspiration (ET) credit. First is the volume of water available for ET. This equals the water stored between field capacity and the wilting point. Note this calculation is made for the entire thickness of the media regardless of whether an underdrain is present. | Two calculations are needed to determine the evapotranspiration (ET) credit. First is the volume of water available for ET. This equals the water stored between field capacity and the wilting point. Note this calculation is made for the entire thickness of the media regardless of whether an underdrain is present. | ||
− | The second calculation is the theoretical ET. The theoretical volume of ET lost | + | The second calculation is the theoretical ET. The theoretical volume of ET lost ([[References for trees|Lindsey and Bassuk]], 1991) per day is given by |
<math>ET = (CP) (LAI) (E_{rate}) (E_{ratio})</math> | <math>ET = (CP) (LAI) (E_{rate}) (E_{ratio})</math> |
Credits are discussed for volume, phosphorus and total suspended solids (TSS).
Volume credits for tree trenches and tree boxes includes
Water intercepted by a tree canopy may evaporate or be slowly released such that it does not contribute to stormwater runoff. An interception credit is given by a simplified value of the interception capacity (Ic), as presented by Breuer et al. (2003) for deciduous and coniferous tree species.
This credit is per storm event.
Two calculations are needed to determine the evapotranspiration (ET) credit. First is the volume of water available for ET. This equals the water stored between field capacity and the wilting point. Note this calculation is made for the entire thickness of the media regardless of whether an underdrain is present.
The second calculation is the theoretical ET. The theoretical volume of ET lost (Lindsey and Bassuk, 1991) per day is given by
\(ET = (CP) (LAI) (E_{rate}) (E_{ratio})\)
Where:
The canopy projection area (CP) is the perceived tree canopy diameter at maturity and is given by
\(CP = Π (d/2)^2\)
where:
CP varies by tree species. Please refer to the Tree Species List for these values.
The leaf area index (LAI) should be stratified by type into either
These values are based on collected research for global leaf area from 1932-2000 (Scurlock, Asner and Gower 2002).
The evaporation rate (Erate) per unit time can be calculated using a pan evaporation rate for the given area, as available at NOAA. This should be estimated into per day value. The evaporation ratio (Eratio) is the equivalent that accounts for the efficiency of the leaves to transpire the available soil water or, alternately, the stomatal resistance of the canopy to transpiration and water movement. This is set at 0.20, or 20 percent based on research by Lindsey and Bassuk (1991). This means that a 1 square centimeter leaf transpires only about 1/5 as much as 1 square centimeter of pan surface.
It is recommended that calculations be based over a three day period.
To determine the credit, compare the volume of water available for ET to the theoretical ET over a 3 day period. The credit is the smaller of these two values.
Recommended values for porosity, field capacity and wilting point for different soils.1
Link to this table.
Soil | Hydrologic soil group | Porosity 2 (volume/volume) | Field capacity (volume/volume) | Wilting point (volume/volume) | Porosity minus field capacity (volume/volume)3 | Field capacity minus wilting point (volume/volume)4 |
---|---|---|---|---|---|---|
Sand | A (GM, SW, or SP) | 0.43 | 0.17 | 0.025 to 0.09 | 0.26 | 0.11 |
Loamy sand | A (GM, SW, or SP) | 0.44 | 0.09 | 0.04 | 0.35 | 0.05 |
Sandy loam | A (GM, SW, or SP) | 0.45 | 0.14 | 0.05 | 0.31 | 0.09 |
Loam | B (ML or OL) | 0.47 | 0.25 to 0.32 | 0.09 to 0.15 | 0.19 | 0.16 |
Silt loam | B (ML or OL) | 0.50 | 0.28 | 0.11 | 0.22 | 0.17 |
Sandy clay loam | C | 0.4 | 0.07 | |||
Clay loam | D | 0.46 | 0.32 | 0.15 | 0.14 | 0.17 |
Silty clay loam | D | 0.47 to 0.51 | 0.30 to 0.37 | 0.17 to 0.22 | 0.16 | 0.14 |
Sandy clay | D | 0.43 | 0.11 | |||
Silty clay | D | 0.47 | 0.05 | |||
Clay | D | 0.47 | 0.32 | 0.20 | 0.15 | 0.12 |
1Sources of information include Saxton and Rawls (2006), Cornell University, USDA-NIFA, Minnesota Stormwater Manual. (See References for trees)
2Soil saturation is assumed to be equal to the porosity.
3This value may be used to represent the volume of water that will drain from a bioretention media.
4This value may be used to estimate the amount of water available for evapotranspiration