Design approaches for single Sample Clauses

Design approaches for single event hydrographs In most cases, flow from the infiltration facilities will occur through both the sides and the bottom of the facility. It may be useful in some instances to quantify the magnitude of these two components in order to assess the effects of bottom plugging and other maintenance issues. Based on observations and computer simulations described in Xxxxxxxx et al. (2003), horizontal flow from facilities may be significant and is sensitive to the average depth of water during the infiltration event. The total flow out the sides and bottom of the facility can be estimated to a first approximation with the following expressions: Q = Qsides + Qbottom = fcorr ( Asides + Abottom ) = fcorr ( Atotal )
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