There is a need to move a 55 cfs occasional flow down a 7% slope in a silty clay loam soil. Since land is available for a potentially wide channel, it was decided not to pay the lining cost and use a natural waterway. Design a trapezoidal channel, which must be crossed, handling this flowrate for stability. HINT: This is a Type B problem. Next, since the flow is occasional, design the channel for capacity by increasing the n value used in the stability analysis by 25%. HINT: Capacity is a Type A problem, using the bottom width determined in the stability analysis. There is a need to move a 55 cfs occasional flow down a 7% slope in a silty clay loam soil. Since land is available for a potentially wide channel, it was decided not to pay the lining cost and use a natural waterway. Design a trapezoidal channel, which must be crossed, handling this flowrate for stability. HINT: This is a Type B problem. Next, since the flow is occasional, design the channel for capacity by increasing the n value used in the stability analysis by 25%. HINT: Capacity is a Type A problem, using the bottom width determined in the stability analysis