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The critical runoff volume collected in the pond throughout the 24-h duration is also identified.
Slope and runoff volume were identified as the two main drivers of sediment export from furrows.
Losses from the laboratory study were related to runoff volume rather than vegetation type.
The retention pond would buffer the generated runoff volume entirely for the worst-case scenario.
The model simulates a peak discharge and a runoff volume reduction of more than 40%.
Most studies evaluating LID performance for mitigating floods focus on the changes of peak flow and runoff volume.
The four aggregate LID-BMPs reduced runoff volume (34%611%), peak flow (6%199%), and pollutant concentrations (53%–83%).
Bioretention has become a popular stormwater control due to its ability to reduce runoff volume through these pathways.
A geographic information system (GIS) was used to calculate the runoff volume from each subwatershed to estimate pollution mass loading.
The event plot soil loss is quantified as the product of the actual concentration and the runoff volume.
The intensity and chemical form of nutrient losses were primarily controlled by water runoff volume and agronomic practice.
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