Evapotranspiration Void Space Accounting Method
Publication: Journal of Irrigation and Drainage Engineering
Volume 149, Issue 1
Abstract
Quantifying evapotranspiration (ET) and infiltration from vegetated stormwater control measures (SCMs), such as rain gardens, is necessary to physically represent their volume reduction potential. Most states and regulatory entities utilize a design storm for rain garden design in which the rain garden’s capacity is considered using a static volume contribution. The static storage volume approach excludes the dynamic functions of infiltration during an event and ET between events. This work seeks to provide a method to incorporate the function of ET during interevent times into a design storm approach. The suggested method to do this is to estimate the void space recovery due to both ET and gravity drainage. An example is used to demonstrate the method for rain gardens in Pennsylvania where the void space recovery was estimated for 6 and 12 days between events. The void space recovery was estimated using a mathematical model based upon the 1D Richards equation coupled with the ASCE Penman-Monteith model. The mathematical model was validated using data from eight rain garden lysimeters in Villanova, Pennsylvania. This location is in the mid-Atlantic region with a Cfa climate in the Koppen-Geiger classification system. This void space recovery ranged from 15% to 40% (for both ET and gravity drainage) depending on soil type, drainage, rooting depth, crop coefficient and days between events. This void space recovery can be used to calculate a semidynamic recovery based on expected performance using the commonly employed design storm approach.
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Data Availability Statement
All soil and infiltration data generated in the study are available from the corresponding author by request.
References
Allen, R., T. Foken, A. Kilic, R. Trezza, and S. Ortega-Farias. 2021. “Evapotranspiration measurements and calculations.” In Springer handbook of atmospheric measurements, edited by T. Foken. Cham, Switzerland: Springer. https://doi.org/10.1007/978-3-030-52171-4_57.
Allen, R. G., L. S. Pereira, D. Raes, and M. Smith. 1998. Crop evapotranspiration—Guidelines for computing crop water requirements: FAO Irrigation and drainage paper 56. Rome, Italy: Food and Agriculture Organization of the United Nations.
Allen, R. G., W. Pruitt, J. Wright, T. Howell, F. Ventura, R. Snyder, D. Itenfisu, P. Steduto, J. Berengena, and J. Yrisarry. 2006. “A recommendation on standardized surface resistance for hourly calculation of reference by the FAO56 Penman-Monteith method.” Agric. Water Manage. 81 (1–2): 1–22. https://doi.org/10.1016/j.agwat.2005.03.007.
Aravena, J. E., and A. Dussaillant. 2009. “Storm-water infiltration and focused recharge modeling with finite-volume two-dimensional Richard’s equation: Application to an experimental rain garden.” J. Hydraul. Eng. 135 (12): 1073–1080. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000111.
Brown, R. A., W. F. Hunt, and S. G. Kennedy. 2009. “Designing bioretention with an internal water storage (IWS) layer: Design guidance for an innovative bioretention feature.” In North Carolina cooperative extension, urban waterways series. Raleigh, NC: North Carolina Cooperative Extension.
Carpenter, D. D., and L. Hallam. 2010. “Influence of planting soil mix characteristics on bioretention cell design and performance.” J. Hydrol. Eng. 15 (6): 404–416. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000131.
Decagon Devices, Inc. 2010. “WP4C dewpoint potentiameter operator's manual version 1.” Accessed October 13, 2022. https://www.catec.nl/uploads/pdf/DEC-WP4C-manual_766.pdf.
DelVecchio, T., A. Welker, and B. M. Wadzuk. 2020. “Exploration of volume reduction via infiltration and evapotranspiration for different soil types in rain garden lysimeters.” J. Sustainable Water Built Environ. 6 (1): 04019008. https://doi.org/10.1061/JSWBAY.0000894.
Denich, C., and A. Bradford. 2010. “Estimation of evapotranspiration from bioretention areas using weighing lysimeters.” J. Hydrol. Eng. 15 (6): 522–530. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000134.
DNREC (Delaware Department of Natural Resources and Environmental Control). 2019. “Delaware post construction stormwater BMP standards & specifications.” Accessed October 13, 2022. https://documents.dnrec.delaware.gov/Watershed/Sediment-Stormwater/Regulatory-Guidance/BMP%20Stds%20and%20Specs%20-%20EFF%20FEB%202019.pdf.
Doorenbos, J., and W. O. Pruitt. 1977. Guidelines for predicting crop water requirements: Irrigation and drainage paper 24. Rome, Italy: Food and Agriculture Organization of the United Nations.
Driscoll, E. D., G. E. Palhegyi, E. W. Strecker, and P. E. Shelley. 1989. Analysis of storm event characteristics for selected rainfall gages throughout the United States. Oakland, CA: Woodward-Clyde Consultants.
Ebrahimian, A., B. Wadzuk, and R. Traver. 2019. “Evapotranspiration in green stormwater infrastructure systems.” Sci. Total Environ. 688 (Oct): 797–810. https://doi.org/10.1016/j.scitotenv.2019.06.256.
Hanson, R. L. 1991. “Evapotranspiration and droughts.” Accessed October 13, 2022. https://geochange.er.usgs.gov/sw/changes/natural/et/.
Hess, A. J., B. M. Wadzuk, and A. L. Welker. 2017. “Evapotranspiration in rain gardens using weighing lysimeters.” J. Irrig. Drain. Eng. 143 (6): 04017004. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001157.
Hess, A. J., B. M. Wadzuk, and A. L. Welker. 2019. “Predictive evapotranspiration equations in rain gardens.” J. Irrig. Drain. Eng. 145 (7): 04019010. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001389.
Hess, A. J., B. M. Wadzuk, and A. L. Welker. 2021. “Evapotranspiration estimation in rain gardens using soil moisture sensors.” Vadose Zone J. 20 (1): e20100. https://doi.org/10.1002/vzj2.20100.
Kroes, J. G., J. C. Van Dam, P. Groenedijk, R. F. A. Hendriks, and C. M. J. Jacobs. 2009. SWAP Theory description and user manual. Version 3.2. Wageningen, Netherlands: Cereales Publishers.
Lee, R. S., R. G. Traver, and A. L. Welker. 2016. “Evaluation of soil class proxies for hydrologic performance of in situ bioinfiltration systems.” J. Sustainable Water Built Environ. 2 (4): 04016003. https://doi.org/10.1061/JSWBAY.0000813.
Lee, R. S., A. L. Welker, and R. G. Traver. 2015. “Modeling soil matrix hydraulic properties for variably-saturated hydrologic analysis.” J. Sustainable Water Built Environ. 2 (2): 04015011. https://doi.org/10.1061/JSWBAY.0000808.
Minnesota Pollution Control Agency. 2020. “Minnesota stormwater manual.” Accessed November 24, 2020. https://stormwater.pca.state.mn.us/.
Nash, J. E., and J. V. Sutcliffe. 1970. “River flow forecasting through conceptual models. Part I: A discussion of principles.” J. Hydrol. 10 (3): 282–290. https://doi.org/10.1016/0022-1694(70)90255-6.
NRCS (National Resource Conservation Service). 2009. “Part 630 Hydrology national engineering handbook: Chapter 7 hydrologic soil groups.” Accessed October 13, 2022. https://directives.sc.egov.usda.gov/OpenNonWebContent.aspx?content=22526.wba.
PADEP (Pennsylvania Department of Environmental Protection). 2006. “Pennsylvania stormwater best management practices manual.” Accessed October 13, 2022. https://www.depgreenport.state.pa.us/elibrary/GetDocument?docId=7876&DocName=ENTIRE%20MANUAL%20INCLUDING%20ALL%20CHAPTERS.PDF%20%20%3Cspan%20style%3D%22color%3Agreen%3B%22%3E%3C%2Fspan%3E%20%3Cspan%20style%3D%22color%3Ablue%3B%22%3E%3C%2Fspan%3E.
Pitt, R. E., S. Clark, P. Johnson, and J. Voorhees. 2008. “Evapotranspiration and related calculations for bioretention devices.” J. Water Manage. Modell. R228-19. https://doi.org/10.14796/JWMM.R228-19.
PWD (Philadelphia Water Department). 2020. “Philadelphia stormwater management guidance manual (version 3.2).” Accessed October 1, 2020. https://www.pwdplanreview.org/manual-info/guidance-manual.
Rawls, W. J., D. L. Brakensiek, and K. E. Saxton. 1982. “Estimation of soil water properties.” Trans. ASAE 25 (5): 1316–1320. https://doi.org/10.13031/2013.33720.
Rawls, W. J., D. Gimenez, and R. Grossman. 1998. “Use of soil texture, bulk density, and slope of the water retention curve to predict saturated hydraulic conductivity.” Trans. ASAE 41 (4): 983–988. https://doi.org/10.13031/2013.17270.
Sanford, W. E., and D. L. Selnick. 2013. “Estimation of evapotranspiration across the conterminous United States using a regression with climate and land-cover data.” J. Am. Water Resour. Assoc. 49 (1): 217–230. https://doi.org/10.1111/jawr.12010.
Saxton, K. E., and W. J. Rawls. 2006. “Soil water characteristic estimates by texture and organic matter for hydrologic solutions.” Soil Sci. Soc. Am. J. 70 (5): 1569–1578. https://doi.org/10.2136/sssaj2005.0117.
Seki, K. 2007. “SWRC fit—A nonlinear fitting program with a water retention curve for soils having unimodal and bimodal pore structure.” Hydrol. Earth Syst. Sci. Discuss. 4 (1): 407–437. https://doi.org/10.5194/hessd-4-407-2007.
Sickles, L., N. Parker, J. S. Wu, and H. Hilger. 2007. “Evaluation of regionally appropriate and cost effective bioretention media mixes.” In Proc., World Environmental and Water Resources Congress, 1–10. Reston, VA: ASCE.
Tolk, J. A., T. A. Howell, and S. R. Evett. 2005. “An evapotranspiration research facility for soil-plant-environment interactions.” Appl. Eng. Agric. 21 (6): 993–998. https://doi.org/10.13031/2013.20034.
Traver, R. G., and A. Ebrahimian. 2017. “Dynamic design of green stormwater infrastructure.” Front. Environ. Sci. Eng. 11 (4): 15. https://doi.org/10.1007/s11783-017-0973-z.
UMS. 2015. Manual HYPROP, version 2015-01, 96. Munich, Germany: UMS.
Vermont Agency of Natural Resources. 2017. “2017 Vermont stormwater management manual rule and design guidance.” Accessed October 13, 2022. https://dec.vermont.gov/sites/dec/files/wsm/stormwater/docs/Permitinformation/2017%20VSMM_Rule_and_Design_Guidance_04172017.pdf.
Wadzuk, B., J. Hickman, and R. Traver. 2015. “Understanding the role of evapotranspiration in bioretention: Mesocosm study.” J. Sustainable Water Built Environ. 1 (2): 04014002. https://doi.org/10.1061/JSWBAY.0000794.
Wadzuk, B. M., C. Lewellyn, R. Lee, and R. G. Traver. 2017. “Green infrastructure recovery: Analysis of the influence of back-to-back rainfall events.” J. Sustainable Water Built Environ. 3 (1): 04017001. https://doi.org/10.1061/JSWBAY.0000819.
Wadzuk, B. M., D. Schneider, M. Feller, and R. G. Traver. 2013. “Evapotranspiration from a green-roof storm-water control measure.” J. Irrig. Drain. Eng. 139 (12): 995–1003. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000643.
Zaremba, G. J., R. G. Traver, and B. M. Wadzuk. 2016. “Impact of drainage on green roof evapotranspiration.” J. Irrig. Drain. Eng. 142 (7): 04016022. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001022.
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Received: Oct 11, 2021
Accepted: Sep 19, 2022
Published online: Oct 31, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 31, 2023
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