Scale dynamics of extensive green roofs: Quantifying the effect of drainage area and rainfall characteristics on observed and modeled green roof hydrologic performance

Ecological Engineering

Volumn 73, Issue , 2014, Pages 494-508

  Hakimdavar, Raha ^a   Culligan, Patricia J ^a   Finazzi, Marco ^a,b   Barontini, Stefano ^b   Ranzi, Roberto ^b  

^a Department of Earth and Environmental Sciences   (United States)

^b UNIVERSITY OF BRESCIA   (Italy)

Author keywords

Green Roof Modeling; Green Roof Scale; Low Impact Development; Stormwater Management; Urban Flooding; Urbanization

Indexed keywords

GREEN ROOF; LOW IMPACT DEVELOPMENT; STORM-WATER MANAGEMENTS; URBAN FLOODING; URBANIZATION;

DRAINAGE NETWORK; INFILTRATION; ROOF; RUNOFF; STORMWATER; URBAN ECOSYSTEM; WATER MANAGEMENT; WATER RETENTION;

NEW YORK [NEW YORK (STT)]; NEW YORK [UNITED STATES]; UNITED STATES;

EID: 84908052320     PISSN: 09258574     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ecoleng.2014.09.080     Document Type: Article

References (41)

1. F.L.L., 2002. Guidelines for the planning, execution, and upkeep of green-roof sites. Boon Germany.
2. ASTM International, 2009. Standard Test Method for Moisture Retention Curves of Porous Building Materials Using Pressure Plates. Designation: C1699-09.
3. Bengtsson L. Peak flows from thin sedum-moss roof. Nord. Hydrol. 2005.
4. Berghage R.D., Beattie D., Jarrett A.R., Thuring C., Razaei F., O'Connor T., Razaci F., O'Connor T.P. Green Roofs for Stormwater Runoff Control, EP A/600/R-09/026 2009, Cincinnati, OH.
5. Berghage R.D., Miller C., Bass B., Moseley D., Weeks K. Stormwater runoff from a large commercial roof in Chicago. CitiesAlive!: Eighth Annual Green Roof and Wall Conference 2010, 1-13.
6. Berndtsson J.C. Green roof performance towards management of runoff water quantity and quality: a review. Ecol. Eng. 2010, 36:351-360.
7. Bliss D.J., Neufeld R.D., Ries R.J., Ries R.J. Storm water runoff mitigation using a green roof. Environ. Eng. Sci. 2009, 26:407-418.
8. Brooks R.H., Corey A.T. Hydraulic properties of porous media. Hydrol. Pap. Color. State Univ. 1964.
9. Carson T.B., Marasco D.E., Culligan P.J., McGillis W.R. Hydrological performance of extensive green roofs in New York City: observations and multi-year modeling of three, full-scale systems. Environ. Res. 2013.
10. Carter T., Jackson C.R. Vegetated roofs for stormwater management at multiple spatial scales. Landsc. Urban Plan. 2007, 80:84-94.
11. Carter T., Rasmussen T. Hydrologic Behavior of Vegetated Roofs. JAWRA 2006, 30,602:1261-1274.
12. Coffman, L., 2000. Low-Impact Development Design Strategies: An Integrated Design Approach. Prince George's County, Maryland.
13. Culligan P., Carson T., Peterson K., Odlin M., Gaffin S., McGillis W. Quantifying Stormwater Runoff from Green Roofs in an Urban Environment, in: NSF CMMI Research and Innovation Conference. Atlanta 2011, GA.
14. Field P.E.R., Sullivan P.E.D. Overview of EPA's wet-weather flow research program. Urban Water 2001, 3:165-169.
15. Fioretti R., Palla Lanza L.G., Principi P. Green roof energy and water related performance in the Mediterranean climate. Build. Environ. 2010, 45:1890-1904.
16. Getter K.L., Rowe D.B., Andresen J.A. Quantifying the effect of slope on extensive green roof stormwater retention. Ecol. Eng. 2007, 31:225-231.
17. Guo Y., Liu S., Baetz B.W. Probabilistic rainfall-runoff transformation considering both infiltration and saturation excess runoff generation process. Water Resour. Res. 2012, 48.
18. Hilten R.N., Lawrence T.M., Tollner E.W. Modeling stormwater runoff from green roofs with HYDRUS-1D. J. Hydrol. 2008, 358:288-293.
19. Hoffman L. Combatting combined sewer flow: green roof storm water modeling. Biocycle 2006, 37:38-40.
20. Hummel & Co, I., 2007. Materials Test Report for Roof Top Soil Media.
21. Marsalek J., Jimenez-Cisneros B.E., Malmquist P.A. Urban Water Cycle and Interactions 2006, Paris, France.
22. Mentens J., Raes D., Hermy M. Green roofs as a tool for solving the rainwater runoff problem in the urbanized 21st century?. Landsc. Urban Plan. 2006, 77:217-226.
23. Montalto F., Behr C., Alfredo K., Wolf M., Arye M., Walsh M. Rapid assessment of the cost-effectiveness of low impact development for CSO control. Landsc. Urban Plan. 2007, 82:117-131.
24. Moriasi D.N., Arnold J.G., Van Liew M.W., Bringner R.L., Harmel R.D., Veith T.L. Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Trans. ASABE 2007, 50:885-900.
25. Mualem Y. A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resour. Res. 1976, 12.
26. Nash J.E., Sutcliffe J.V. River flow forecasting through conceptual models part I - a discussion of principles. J. Hydrol. 1970, 0.
27. National Oceanic and Atmospheric Administration, 2007. Storm Data Preparation NWSI 10-1605. Asheville.
28. Urban Stormwater Management in the United States 2009, The National Academies Press.
29. Palla a.Gnecco I., Lanza L.G. Unsaturated 2D modelling of subsurface water flow in the coarse-grained porous matrix of a green roof. J. Hydrol. 2009, 379:193-204.
30. Palla a.Gnecco I., Lanza L.G. Compared performance of a conceptual and a mechanistic hydrologic models of a green roof. Hydrol. Process. 2012, 26:73-84.
31. Palla A., Sansalone J.J., Gnecco I., Lanza L.G. Storm water infiltration in a monitored green roof for hydrologic restoration. Water Sci. Technol. 2011, 64:766.
32. Peterson K.A. Observations of the Hydrological Performance of Green Roofs 2009, Columbia University.
33. J. Šimůnek, M. Šejna, M. Sakai, M.T. van Genuchten,2009. The HYDRUS-1D Software Package for Simulating the One-Dimensional Movement of Water, Heat, and Multiple Solutes in Variably Saturated Media (ver. 4.08). Riverside.
34. Snodgrass E.C., McIntyre L. The Green Roof Manual: A Professional Guide to Design, Installation and Maintenance 2010, Timber Press, Portland.
35. Stovin V. The potential of green roofs to manage urban stormwater. Water Environ. J. 2010, 24:192-199.
36. Sun T., Bou-Zeid E., Wang Z.-H., Zerba E., Ni G.-H. Hydrometeorological determinants of green roof performance via a vertically resolved model for heat and water transport. Build. Environ. 2012, 60:211-224.
37. Van Genuchten M.T. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 1980, 44:892-898.
38. Van Spengen J. The Effects of Large-Scale Green Roof Implementation on the Rainfall-Runoff in a Tropical Urbanized Subcatchment 2010, Delft University of Technology.
39. Vesuviano G., Stovin V. A generic hydrological model for a green roof drainage layer. Water Sci. Technol. 2013, 68:769-775.
40. Villarreal E.L., Bengtsson L. Response of a Sedum green-roof to individual rain events. Ecol. Eng. 2005, 25:1-7.
41. Villarreal E.L., Semadeni-Davies A., Bengtsson L. Inner city stormwater control using a combination of best management practices. Ecol. Eng. 2004, 22:279-298.