5. Design a Venturi Aume to measure maximum discharge d = 2.0 ms neys on a 20 m wide rectangular concrete canal, which c
Posted: Sat May 21, 2022 2:16 pm
5. Design a Venturi Aume to measure maximum discharge d = 2.0 ms neys on a 20 m wide rectangular concrete canal, which corrects Peservoir A to Reseno B as shown in the below Figure. Tee the siape of channels bottom and Manning coeficient respectively as S: = 0.01 and n = 0.015. [25 marks] Versuri Fiz ਕ Letea L&B H=256 12. = 1.0 S. =0.01 LA V=13 Likes