3) Calculate the runoff flow rate for a 1 hour - 10 year design storm event with total rainfall amount of 3.5 inches in 2 hours for the following development types. The site area is 20 acres. Use the most conservative values (Higher coefficient values) from Table 9.1 on the last page. a. Residential: Single Family b. Residential: Multi units Attached c. Industrial: Light Areas 4) Given the following concrete pipe: D = 24”, n = 0.012, and slope = 0.02; what is the flow rate for the following two scenarios (See Figure 21.16): a. Full flow: (y=D) b. Partial full flow: (y = 0.94*D) c. What can you interpret from the results from (a) and (b)? FIGURE 21.16 Nomenclature for pipe flowing partially full. STA 8+ 20 CONST. MH NO. 1 STA 8 + 78.00 LOW POINT 5) From the information provided in Figure 9.12 below answer questions a, b, and c, (See next 2 pages) for a 24-in diameter reinforced concrete storm sewer pipe with wall thickness of 0.30 feet. Figure 9.12 Storm drain clearance. STREET PROFILE S = 0.004- STA 10+23.00 EX WATER MAIN TOP OF PIPE STA 10+60.00 CONST. MH NO.2 INV 100.96 a. What is the amount of clearance between the bottom of the storm sewer pipe and the top of the water main crossing at 10+23.00 with top of water main pipe elevation of 98.95 feet?

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3) Calculate the runoff flow rate for a 1 hour - 10 year design storm event with total rainfall amount of 3.5 inches in 2 hours for the following development types. The site area is 20 acres. Use the most conservative values (Higher coefficient values) from Table 9.1 on the last page. a. Residential: Single Family b.