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The water sources of the subsurface flows were apportioned to individual rain events using a two end-member model (i.e., mobile pre-event soil water extracted by a suction-cup sampler vs. rainwater (event water)) based on δ18O measurements.
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The fourth strategy is the OUDS, which exploit the existing green spaces and implement lakes which will temporally allow for massive influx of rainwater during a rain event.
Additional coastal flooding hazard arises due to reduced effectiveness of gravity-based drainage systems to drain rainwater during heavy rain events.
Rainwater samples were collected in clean glass dishes set out just before a rain event.
Leachate dilution at the beginning of rain events indicated that rainwater passed through the lysimeter as preferential flow.
Cave hydrological settings governed by karst aquifer properties were resolved by the comparison of the precipitation intensities and drip site responses to the rain events, and generally, seasonal rainwater isotopic signal was almost completely attenuated, except for one drip site.
Appropriately designed such large-scale open urban drainage systems could both serve as places of recreational experience and as a significant temporary rainwater storage capacity during extreme rain events.
To prevent fruit cracking, the key is timely and effective removal of rainwater from canopies during and after rain events.
The Ca concentrations were not influenced by the rain events, indicating that this component was leached by rainwater from the lysimeter cover layer.
Percolated water collected during five rain events from April 2011 to April 2012 was concentrated as described above for rainwater (Section 2.3).
During rain events, the leachate is diluted by the preferential flow of rainwater into the drainage discharge.
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