Your company has a contract with an irrigation district to design a channel to convey stormwater runoff from an industrial site to a discharge location. Site limitations restrict the depth of the conveyance system to 7ft with a maximum bottom slope to 0.10%. The design discharge is 1500 cfs. The downstream boundary condition is a free overfall, so the depth of flow in the conveyance system will not exceed the normal depth. You need to consider four different channel designs, Reinforced Concrete Box, Concrete Lined Channel, Aggregate Lined Channel, and Grass Lined Channel. For all designs try to minimize the design width in order to reduce costs. Be sure to meet all the design specifications for each of the options. Your task is to provide an analysis of the different channel designs and recommendations presented through a report with the following specifications