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HYDRAULICS 1: completion exam. By: Comafay, julix b ..

situation. You are employed as a municipal engineer in your hometown. Your supervisor gave you two task wherein you will submit a comprehensive report by next week. Solve the following problems and create a video explaining your solutions. The video must not exceed 15 minutes each problem..

PROBLEM 1. Redesign an existing rectangular storm sewer, 1.00m wide and 1.50m deep, into a circular section that will flow at maximum discharge. Use Manning’s Equation considering S=0.005 and n=0.025..

solution. 1.5 0 w, CD E T-H-A¯T DISCHA . ! LICI 3 IMP(s S. C).ObR EQ0ÄTtDrO ASSVMC A ve SAME.

A = o.q66 b.

d I .fim c-M2coLAL P-A I. 501% I -Fpec COAßb DEPTH or z I. 5m ve.cocl-p/ = t..

Problem 2. Design the pipe that will connect two reservoirs for a water distribution system of a certain sitio. It was found out that the water source can sustain the water demand of the place for the next 25 years. Data: elev. Of reservoir A=1050m elev. Of reservoir B=1000m total length of pipe = 2.5km (corrugated G.I.) current population = 150 design period = 25 years annual population growth rate = 2.5% per capita water consumption (PCWC) = 100liters/person-day.

ELO. A : cev. h CDC CDC P V51 LMt.Tg-\C. SOLUTION.

QOOI QfiQl ed) ALILdVOO.

bo%$BS ID 114/3 D. 0000011c16+5 o _ QCtff5 O- Dc)00Ö t 5D 19 _IV 50 lug E comme.

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