Vegetated Roof Water-Balance Model: Experimental and Model Results
Publication: Journal of Hydrologic Engineering
Volume 17, Issue 8
Abstract
A five parameter, daily vegetated roof water balance model (VR-WBM) was developed, calibrated, and validated by using experimental vegetated roof data from the Seacoast, New Hampshire region. The lysimeter experiment on a sedum canopy characterized water storage with a 0.051 mm resolution. Overall, the results show that the average stormwater runoff reduction was 32% for the study period, and an average reduction per storm was 57%. Average daily evapotranspiration (ET) rates were during the warmest month and during the coolest month. For well-watered conditions, the ET losses were well-modeled by using a grass reference evapotranspiration (ET) value with a crop coefficient of 0.53 for the study’s sedum canopy in which the onset of stomatal closure occurs when the soil moisture is . When soil moisture content values are lower than , evapotranspiration rates decrease linearly with declining soil wetness. The VR-WBM does an excellent job predicting runoff () and storage (). Although ET had a lower value, (), the average ET values were within 3% of the observed values, and they do not appear to affect storage and runoff predictions. Additionally, the model demonstrated an ability to accurately quantify antecedent soil moisture and its effect on runoff generation.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This work benefited from the donation of Green Grid® vegetated roofing modules and technical documents provided by Jared Markham, Weston Solutions, Inc. The authors are grateful for the experimental assistance from Pedro DeAlba and Sean Wadsworth and reviews from Robert Roseen and John Aber at the University of New Hampshire. This manuscript was improved by the suggestions from two anonymous reviewers.
References
Alfredo, K., Montalto, F., and Goldstein, A. (2010). “Observed and modeled performances of prototype green roof test plots subjected to simulated low-and high-intensity precipitations in a laboratory experiment.” J. Hydrol. Eng., 15(6), 444–457.JHYEFF
Allen, R., Periera, L., Raes, D., and Smith, M. (1998). “Crop evapotranspiration: Guidelines for computing crop requirements.” Irrigation and Drainage Paper No. 56, Food and Agriculture Organization of the United Nations, Rome.
ASCE-Environmental and Water Resources Institute (EWRI). (2005). “The ASCE standardized reference evapotranspiration equation.” ASCE-EWRI Standardization of Reference Evapotranspiration Task Committee Report, American Society of Civil Engineers, Reston, VA.
Bengtsson, L., Grahn, L., and Olsson, J. (2004). “Hydrological function of a thin extensive green roof in southern Sweden.” Nord. Hydrol., 36(3), 259–268.NOHYBB
Bengtsson, L., Grahn, L., and Olsson, J. (2005). “Hydrological function of a thin extensive green roof in southern Sweden.” Nord. Hydrol., 36(3), 259–268.NOHYBB
Berghage, R. et al. (2007). “Quantifying evaporation and transpirational water losses from green roofs and green roof media capacity for neutralizing acid rain.” Center for Green Roof Research at the Pennsylvania State Univ., Altoona, PA.
Bliss, D. J., Neufeld, R. D., and Ries, R. J. (2009). “Storm water runoff mitigation using a green roof.” Environ. Eng. Sci., 26(2), 407–417.EESCF5
Brutsaert, W. (1991). “The formulation of evaporation from land surfaces.” Recent advances in the modeling of hydrologic systems, Bowles, D. S. and O’Connell, P. E., eds., Kluwer Academic Publishers, Boston, MA, 67–94.
Carter, T. L., and Rasmussen, T. C. (2006). “Hydrologic behavior of vegetated roofs.” J. Am. Water Resour. Assoc., 42(5), 1261–1274.JWRAF5
Claessens, L., Hopkinson, C., et al. (2006). “Effect of historical changes in land use and climate on the water budget of an urbanizing watershed.” Water Resour. Res., 42(3). WRERAQ
DeNardo, J. C., Jarrett, A. R., Manbeck, H. B., Beattie, D. J., and Berghage, R. D. (2005). “Stormwater mitigation and surface temperature reduction by green roofs.” Trans. ASABE, 48(4), 1491–1496.TAAEAJ
Douglas, E. M., Jacobs, J. M., Sumner, D. M., and Ray, R. L. (2009). “Potential evapotranspiration method selection for Florida land cover types.” J. Hydrol. (Amsterdam), 373(3–4), 366–376.JHYDA7
Dunnett, N., and Kingsbury, N. (2004). Planting green roofs and living walls, Timber Press, Inc, Portland.
EPA US (2003). “Protecting Water Quality from Urban Runoff, U.S. Environmental Protection Agency 2009.”
Getter, K. L., Rowe, D. B., and Andresen, J. A. (2007). “Quantifying the effect of slope on extensive green roof stormwater retention.” Ecol. Eng., 31(4), 225–231.
Guswa, A. J. (2002). “Models of soil moisture dynamics in ecohydrology: A comparative study.” Water Resour. Res., 38(9), 1166–1180.WRERAQ
Hathaway, A. M., Hunt, W. F., and Jennings, G. D. (2008). “A field study of green roof hydrologic and water quality performance.” Trans. ASABE, 51(1), 37–44.TARSBB
Hilten, R. N., Lawrence, T. M., and Tollner, E. W. (2008). “Modeling stormwater runoff from green roofs with HYDRUS-1D.” J. Hydrol. (Amsterdam), 358(3–4), 288–293.JHYDA7
Jacobs, J. M., Mergelsberg, S. L., Lopera, A. F., and Myers, D. A. (2002). “Evapotranspiration from a wet prairie wetland under drought conditions: Paynes Prairie Preserve, Florida, USA.” Wetlands, 22(2), 374–385.WEMAEU
Lazzarin, R. A., Castellotti, F., and Busato, F. (2005). “Experimental measurements and numerical modelling of a green roof.” Energy Build., 37(12), 1260–1267.ENEBDR
McCuen, R. H. (1973). “The role of sensitivity analysis in hydrologic modeling.” J. Hydrol. (Amsterdam), 18(1), 37–53.JHYDA7
Mitchell, V. G., Cleugh, H. A., Grimmond, C. S. B., and Xu, J. (2008). “Linking urban water balance and energy balance models to analyse urban design options.” Hydrol. ProcessesHYPRE3, 22(16), 2891–2900.
Nash, J. E., and Sutcliffe, J. V. (1970). “River flow forecasting through conceptual models.” J. Hydrol.JHYDA7, 10(3), 282–290.
Oberndorfer, E., Lundholm, J., Bass, B., Coffman, R. R., Doshi, H., Dunnett, N.et al. (2007). “Green roofs as urban ecosystems: Ecological structures, functions, and services.” BioScienceBISNAS, 57(10), 823–833.
Palla, A., Gnecco, I., and Lanza, L. G. (2009). “Unsaturated 2D modelling of subsurface water flow in the coarse-grained porous matrix of a green roof.” J. Hydrol. (Amsterdam), 379(1–2), 193–204.JHYDA7
Salvucci, G. D. (1997). “Soil and moisture independent estimation of stage-two evaporation from potential evaporation and albedo or surface temperature.” Water Resour. Res., 33(1), 111–122.WRERAQ
She, N., and Pang, J. (2010). “Physically based green roof model.” J. Hydrol. Eng., 15(6), 458–464.JHYEFF
Sumner, D. M., and Jacobs, J. M. (2005). “Utility of Penman-Monteith, Priestley-Taylor, reference evapotranspiration, and pan evaporation methods to estimate pasture evapotranspiration.” J. Hydrol. (Amsterdam), 308(1–4), 81–104.JHYDA7
Teemusk, A., and Mander, U. (2007). “Rainwater runoff quantity and quality performance from a greenroof: The effects of short-term events.” Ecol. Eng., 30(3), 271–277.
VanDam, J. C. (1990). “Water and solute movement in a coarse-textured water-repellent field soil.” J. Hydrol., 120, 359–379.JHYDA7
VanWoert, N. D., Rowe, D. B., Andresen, J. A., Rugh, C. L., Fernandez, R. T., and Xiao, L. (2005). “Green roof stormwater retention: Effects of roof surface, slope, and media depth.” J. Environ. Qual., 34(3), 1036–1044.JEVQAA
Villarreal, E. L. (2007). “Runoff detention effect of a sedum green-roof.” Nord. Hydrol., 38(1), 99–105.NOHYBB
Villarreal, E. L., and Bengtsson, L. (2005). “Response of a sedum green-roof to individual rain events.” Ecol. Eng., 25(1), 1–7.
Voyde, E., Fassman, E., Simcock, R., and Wells, J. (2010). “Quantifying evapotranspiration rates for New Zealand green roofs.” J. Hydrol. Eng., 15(6), 395–403.JHYEFF
Willmott, C. J. (1982). “Some comments on the evaluation of model performance.” Bull. Am. Meteorol. Soc., 63(11), 1309–1369.
Wolf, D., and Lundholm, J. T. (2008). “Water uptake in green roof microcosms: Effects of plant species and water availability.” Ecol. Eng., 33(2), 179–186.
Information & Authors
Information
Published In
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Nov 2, 2010
Accepted: Oct 26, 2011
Published online: Nov 24, 2011
Published in print: Aug 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.