The hydraulic planning for irrigation this thesis considers the execution of a left bank canal which have the following characteristics: - Partidor: gate type concrete fc = 175 kg / cm2 with measures 0.70 x 0.70 m and a thickness of 0.15 m. - Left Bank Canal: concrete channel 0.60 x 0.60 m and 0.10 m thick. and a length of 6168.9 m. - Air Pass: concrete with iron mesh of 26.25 x 1.0 m and a thickness of 0.10 m. and 26.25 m in length. - Side Shot: concrete with stone masonry 0.90 x 0.30 m and a thickness of 0.10 m. - Posas dissipative: are of different concrete measures arming fc = 210 kg / cm2 for walls and floors, steel armor f'y = 4200 kg / cm2 and minimum cover of 4 cm. The development of this thesis aims to develop engineering studies, and the following scheme was taken into account: The topographic survey, taquimétrico uprising, fieldwork and cabinet for the generation of longitudi...

The hydraulic planning for irrigation this thesis considers the execution of a left bank canal which have the following characteristics: - Partidor: gate type concrete fc = 175 kg / cm2 with measures 0.70 x 0.70 m and a thickness of 0.15 m. - Left Bank Canal: concrete channel 0.60 x 0.60 m and 0.10 m thick. and a length of 6168.9 m. - Air Pass: concrete with iron mesh of 26.25 x 1.0 m and a thickness of 0.10 m. and 26.25 m in length. - Side Shot: concrete with stone masonry 0.90 x 0.30 m and a thickness of 0.10 m. - Posas dissipative: are of different concrete measures arming fc = 210 kg / cm2 for walls and floors, steel armor f'y = 4200 kg / cm2 and minimum cover of 4 cm. The development of this thesis aims to develop engineering studies, and the following scheme was taken into account: The topographic survey, taquimétrico uprising, fieldwork and cabinet for the generation of longitudi...