Reading this Report About this System System Performance Design Treatment Process

Design

This section includes information on the treatment’s basic design, as well as specific variations or improvements employed by UNHSC at the field site. Generally, this description includes water quality volume (WQ_V), or the volume of runoff produced by one inch of rainfall; channel protection volume (CP_V), or the two-year (Q2), 24-hour rain event based on an acre of impervious surface; and conveyance protection volume (Q10), or the ten-year, 24-hour storm (Q_p).