Estimate the capacity of minor and major stormwater network of the main street of Central Business District of Geelong which receives runoff from a 14 ha of commercial, industrial and business catchment with 20 minutes of concentration time and 70% of impervious areas. What do you suggest as the pipe diameter for the minor system if velocity is taken as 2m/s? What would be the depth of water in the major channel if the velocity is taken as 0.5m/s and width is equal to 18 m.
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