Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutCHERRY STREET COTTAGES - PDP - PDP160041 - SUBMITTAL DOCUMENTS - ROUND 2 - STORMWATER-RELATED DOCUMENTS (14)17-06-02_2-yr peak runoff_UD-Rational_Revised.xls, Weighted C 6/6/17, 8:33 AM
Project Title:
Catchment ID:
Illustration
Instructions: For each catchment subarea, enter values for A and C.
Subarea Area Runoff Product
ID acres Coeff.
A C* CA
input input input output
A 1.01 0.08 0.08
Sum: 1.01 Sum: 0.08
Area-Weighted Runoff Coefficient (sum CA/sum A) = 0.08
*See sheet "Design Info" for inperviousness-based runoff coefficient values.
Area-Weighting for Runoff Coefficient Calculation
Gilmartin - Cherry Street: Pierce Subdivision
A: On-Site