Related Experiment Video
Updated: Apr 20, 2026

Design and Construction of an Urban Runoff Research Facility
Published on: August 8, 2014
LID-BMPs planning for urban runoff control and the case study in China
Haifeng Jia1, Hairong Yao2, Ying Tang1
1School of Environment, Tsinghua University, Beijing 100084, China.
Low Impact Development Best Management Practices (LID-BMPs) offer cost-effective urban runoff mitigation. This study proposes a planning procedure and analyzes scenarios for LID-BMPs implementation, optimizing cost-effectiveness and performance.
Area of Science:
- Environmental Engineering
- Urban Planning
- Water Resource Management
Background:
- Urban runoff poses significant environmental challenges.
- Low Impact Development Best Management Practices (LID-BMPs) are recognized for cost-effective mitigation.
- Effective planning tools are needed for LID-BMPs implementation.
Purpose of the Study:
- To propose a procedure for planning and analyzing LID-BMPs using a decision support tool.
- To evaluate different LID-BMPs implementation scenarios for cost-effectiveness and performance.
- To conduct a case study on a college campus in Foshan, China.
Main Methods:
- Selection of potential LID-BMPs based on site information.
- Analysis of four runoff control scenarios using the SUSTAIN model.
- Optimization of LID-BMPs implementation using the non-dominated sorting genetic algorithm-II (NSGA-II).
- Sensitivity analysis of hydrologic and water quality parameters.
Main Results:
- Identified optimal solutions for least-cost and maximized performance LID-BMPs scenarios.
- Quantified the cost-effectiveness of different implementation strategies.
- Demonstrated the utility of the proposed procedure and decision support tool.
Conclusions:
- The proposed procedure effectively supports LID-BMPs planning and analysis.
- Optimized LID-BMPs implementation can achieve significant runoff control benefits.
- Cost-effectiveness analysis is crucial for sustainable 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
Laminar Flow
Design Example: Maintaining Level of an Embankment
Environmental Applications of Microorganisms

