The Green Roof at the OnCenter in Syracuse, New York: Measurements and Modeling with Curve Number and Rational Methods

Green roofs are a modern stormwater management tool with an increasing number of applications across the globe. Implementing these technologies requires conformance with regulatory requirements, for which two methods dominate: the curve number method and the rational method. Universally accepted model inputs (curve number CN and runoff coefficient CV, respectively) do not exist for green roofs, and calculated values vary greatly based on roof composition and location. In this paper, CN and CV are calibrated using 6.3 years of rainfall-runoff data (313 events>2 mm depth) measured on a large extensive green roof in Syracuse, NY. Using calculations recommended by the National Resources Conservation Services (NRCS) to determine curve number, the median event CN and a least-squares estimate both result in a CN of 96. Removing small events (rain depth<12.5 mm) does not change the CN integer value. CN also varies by season: 98 in winter (identical to the value for an impervious surface), 94 in summer, and 96 in spring and fall. Use of the step function method gives CN=94 for the 313 events. Based on the rational method, event CV ranges from 0 to 0.99 with a mean of 0.31 and a median of 0.22; when small events are removed (P<10 mm), the values of CV have a mean of 0.46 and a median of 0.46. Overall, the values skew toward the higher side of what is reported in the literature. This probably reflects the impact of a shallow depth of growth medium, 76.2 mm, and the presence of drain conduits which short-circuit water flows to the drains. The results of this study suggest that the curve number method and rational method are too simple to reflect the complex hydrologic processes taking place on a green roof. However, when a large set of rainfall and runoff data is available, the data can be used to estimate a curve number and runoff coefficient that can then be used to roughly estimate total runoff expected over a long period of time.

Authors

Institutions

Publication Details

Journal
Journal of Sustainable Water in the Built Environment
Published
2025-04-09
DOI
https://doi.org/10.1061/jswbay.sweng-529
Citations
1
Primary Topic
Urban Heat Island Mitigation
Type
article
Field-Weighted Citation Impact
0.80
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

The Green Roof at the OnCenter in Syracuse, New York: Measurements and Modeling with Curve Number and Rational Methods

Cliff I. Davidson, Mallory Squier-Babcock
1 citations
Journal of Sustainable Water in the Built Environment
Urban Heat Island Mitigation
0.80
article

The Green Roof at the OnCenter in Syracuse, New York: Measurements and Modeling with Curve Number and Rational Methods

Cliff I. Davidson, Mallory Squier-Babcock
article en
1 citations

Abstract

Green roofs are a modern stormwater management tool with an increasing number of applications across the globe. Implementing these technologies requires conformance with regulatory requirements, for which two methods dominate: the curve number method and the rational method. Universally accepted model inputs (curve number CN and runoff coefficient CV, respectively) do not exist for green roofs, and calculated values vary greatly based on roof composition and location. In this paper, CN and CV are calibrated using 6.3 years of rainfall-runoff data (313 events>2 mm depth) measured on a large extensive green roof in Syracuse, NY. Using calculations recommended by the National Resources Conservation Services (NRCS) to determine curve number, the median event CN and a least-squares estimate both result in a CN of 96. Removing small events (rain depth<12.5 mm) does not change the CN integer value. CN also varies by season: 98 in winter (identical to the value for an impervious surface), 94 in summer, and 96 in spring and fall. Use of the step function method gives CN=94 for the 313 events. Based on the rational method, event CV ranges from 0 to 0.99 with a mean of 0.31 and a median of 0.22; when small events are removed (P<10 mm), the values of CV have a mean of 0.46 and a median of 0.46. Overall, the values skew toward the higher side of what is reported in the literature. This probably reflects the impact of a shallow depth of growth medium, 76.2 mm, and the presence of drain conduits which short-circuit water flows to the drains. The results of this study suggest that the curve number method and rational method are too simple to reflect the complex hydrologic processes taking place on a green roof. However, when a large set of rainfall and runoff data is available, the data can be used to estimate a curve number and runoff coefficient that can then be used to roughly estimate total runoff expected over a long period of time.

Journal of Sustainable Water in the Built EnvironmentVol. 11(3)
Syracuse University (US)
Sustainable cities and communities
Openalex Percentile: Top 31%
Urban Heat Island Mitigation
0.80
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

The Green Roof at the OnCenter in Syracuse, New York: Measurements and Modeling with Curve Number and Rational Methods — Cliff I. Davidson, Mallory Squier-Babcock · Journal of Sustainable Water in the Built Environment (2025) | TGRS Research Map | TGRS