Notes
This document outlines the methodology for a mixing zone analysis for the 3rd Runway North discharge to Miller Creek, focusing on Basin SDW-1. It details design storm methods using Waterworks, hyetographs, design precipitations, and design flows for both acute and chronic effluent criteria. Basin parameters including pervious and impervious areas, detention pond routing, and a storage-discharge rating table (FTABLE 47) are provided.
