Related Experiment Video
Updated: Apr 1, 2026

Design and Construction of an Urban Runoff Research Facility
Published on: August 8, 2014
Assessment of LID practices for restoring pre-development runoff regime in an urbanized catchment in southern Finland
Mingfu Guan1, Nora Sillanpää2, Harri Koivusalo2
1Department of Civil and Environmental Engineering, Aalto University School of Engineering, P.O. Box 15200, FI-00076 Aalto, Finland E-mail: mingfu.guan@hotmail.com; School of Civil Engineering, University of Leeds, LS2 9JT Leeds, UK.
Abstract:
This study quantifies the effects of common stormwater management techniques on urban runoff generation. Simulated flow rates for different low impact development (LID) scenarios were compared with observed flow rates during different urban construction phases in a catchment (12.3 ha) that was developed from natural forest to a residential area over a monitoring period of 5 years. The Storm Water Management Model (SWMM) was calibrated and validated against the observed flow rates in the fully developed catchment conditions, and it was then applied to parameterize the LID measures and produce scenarios of their hydrological impacts. The results from the LID scenarios were compared with the observed flow rates in the pre-development and the partially developed catchment conditions. The results show that LID controls reduce urban runoff towards the flow conditions in the partially developed catchment, but the reduction effect diminishes during large rainfall events. The hydrographs with LID are still clearly different from the observed pre-development levels. Although the full restoration of pre-development flow conditions was not feasible, a combination of several measures controlling both volumes and retention times of storm runoff appeared to be effective for managing the stormwater runoff and mitigating the negative impacts of urban development.
Related Concept Videos
Design Example: Analyzing Capacity Contours for Flood Risk Assessment
Conservation of Mass in Moving, Nondeforming Control Volume
In the context of a detention basin, the conservation of mass states that the total mass of water entering the basin must equal the mass leaving the basin plus any accumulation of...
Design Example: Design of an Irrigation Channel
Design Example: Maintaining Level of an Embankment
Adaptations that Reduce Water Loss
Laminar Flow

