Related Experiment Video
Updated: Oct 4, 2025

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff
Published on: May 15, 2017
Urban stormwater runoff pollutant loadings: GIS land use classification vs. sample-based predictions
Abdullah Al Masum1, Nathan Bettman1, Scott Read1
1Department of Civil, Geological & Environmental Engineering, University of Saskatchewan, RM 1A13, Engineering Building, 57 Campus Dr., Saskatoon, SK, S7N 5A9, Canada.
Stormwater pollutant loadings were estimated using desktop models and validated with monitoring in Saskatoon. Results showed significant differences between predicted and actual loadings, highlighting the need for both approaches to manage urban runoff impacts.
Area of Science:
- Environmental Science
- Urban Hydrology
- Water Quality Management
Background:
- Global urbanization increases stormwater volume and degrades water quality, impacting aquatic ecosystems.
- Characterizing stormwater is challenging due to high variability and numerous outfalls.
- Modeling and monitoring are essential for estimating and validating pollutant loadings.
Purpose of the Study:
- To determine and compare stormwater pollutant loadings predicted by land-use classification (desktop study) versus actual outfall monitoring.
- To assess the accuracy of predictive models against empirical data for key pollutants.
- To inform strategies for managing urban stormwater impacts on the South Saskatchewan River.
Main Methods:
- Conducted a 'desktop' study using eight land-use classifications to predict pollutant loadings.
- Implemented an 'outfall' sampling regime for a 'monitoring' study to measure actual pollutant loadings.
- Analyzed total suspended solids (TSS), chemical oxygen demand (COD), metals, and polycyclic aromatic hydrocarbons in seven Saskatoon catchment areas.
Main Results:
- The Preston Crossing catchment area was identified as a major source of predicted annual loadings (e.g., 550,000 kg TSS, 265,000 kg COD).
- Actual sampled loadings for TSS and COD were 362,700 kg and 652,700 kg, respectively.
- Discrepancies between predicted and actual loadings ranged from 29% to 156% for individual pollutants and 48% to 130% for summed pollutants per catchment.
Conclusions:
- Both predictive modeling and direct monitoring are crucial for accurately assessing stormwater pollutant loadings.
- Significant differences between predicted and actual loadings underscore the need for robust validation methods.
- Effective stormwater management and the development of treatment technologies require comprehensive outfall assessment and monitoring.
Related Concept Videos
Design Example: Analyzing Capacity Contours for Flood Risk Assessment
Levels of Use of a GIS
Applications of GIS: Disaster Management and Emergency Response
Manipulation and Analysis
Selected Data About Geographic Locations
Typical Model Studies

