Evaluations of benefits of implementing low impact development (LID) stormwater management techniques can extend up to a watershed scale. This presents a challenge for representing them in watershed models, since they are typically orders of magnitude smaller in size. This paper presents an approach that is focused on trying to evaluate the benefits of implementing LIDs on a lot level. The methodology uses the concept of urban hydrological response Unit and results in developing and applying performance curves that are a function of lot properties to estimate the potential benefit of large-scale LID implementation. Lot properties are determined using a municipal geographic information system database and processed to determine groups of lots with similar properties. A representative lot from each group is modeled over a typical rainfall year using USEPA Stormwater Management Model to develop performance functions that relate the lot properties and the change in annual runoff volume and corresponding phosphorus loading with different LIDs implemented. The results of applying performance functions on all urban areas provide the potential locations, benefit and cost of implementation of all LID techniques, guiding future decisions for LID implementation by watershed area municipalities.
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Research Article|
October 22 2013
Modeling low impact development potential with hydrological response units
Marija Eric;
1Ryerson University, 350 Victoria Street, Toronto, Ontario, M5B 2K3, Canada
E-mail: [email protected]
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Celia Fan;
Celia Fan
1Ryerson University, 350 Victoria Street, Toronto, Ontario, M5B 2K3, Canada
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Darko Joksimovic;
Darko Joksimovic
1Ryerson University, 350 Victoria Street, Toronto, Ontario, M5B 2K3, Canada
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James Y. Li
James Y. Li
1Ryerson University, 350 Victoria Street, Toronto, Ontario, M5B 2K3, Canada
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Water Sci Technol (2013) 68 (11): 2382–2390.
Article history
Received:
April 02 2013
Accepted:
August 09 2013
Citation
Marija Eric, Celia Fan, Darko Joksimovic, James Y. Li; Modeling low impact development potential with hydrological response units. Water Sci Technol 1 December 2013; 68 (11): 2382–2390. doi: https://doi.org/10.2166/wst.2013.502
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