SITUATION 2: Three reservoirs A, B, and C are connected by a pipe system with a common junction at D. The elevation of A and C are 200 m and 178 m respectively. Reservoir B is higher than that of C with an inflow of 0.6 m/s. The properties of pipes are as follows; from A to D, L = 1200 m, dia. = 800 mm, f = 0.0158; from D to B; L = 450 m, dia. = 600 mm, f = 0.0168, from D to C; L = 1000 m, đia. = 400 mm, f = 0.0168. 4. Determine the discharge in the pipe connected to reservoir A a. 0.45 m/sec b. 1.014 m/sec c. 0.96 m/sec d. 0.31 m/sec 5. Determine the discharge in the pipe connected to reservoir C. a. 2.50 m/sec b. 1.50 m/sec c. 0.36 m/sec d. 0.61 m/sec 6. Determine the elevation of water surface of reservoir B. a 192.7 m C. 170.9 m b. 181.3 m d. 175.6 m

Answer point 2

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2. Reservoir A, B, and C are connected by pipelines 1, 2, and 3 respectively which meets at the junction x. the elevation of reservoir A is 300 m, reservoir B is 302. 5 m, ad reservoir C is 277 m. A) Compute the flow rate at reservoir A B) Compute the flow rate at reservoir B C) Compute the reservoir C VEL 300 m Qa=0.19326 m³/s Qb = 0.3476 m/s (giver) Qc = 0.5408 m/s LEL 302.5 m VEL 277 m Pipe 1 2 3 0.0208 0.0168 0.0175 diameter (mm) 900 600 450 Length (m ) 800 1200 1000