An in line flow equalization basin is to be designed for a wastewater treatment plant. From plant records, a compilation has been made that gives the average flowrate versus hour of the day as shown in table. Determine the equalization volume for the basin.

$\backslash$table$[[$time$,Q$ ave$],[hr,$gpm$],[1,1740],[2,1630],[3,1390],[4,1180],[5,1040],[6,910],[7,910],[8,920],[9,1530],[10,2080],[11,2270],[12,2330],[13,2330],[14,2330],[15,2290],[16,2220],[17,2220],[18,2150],[19,2010],[20,1940],[21,1940],[22,1880],[23,1630],[24,1560]]$