The section of a canal begins at the progressive 0+ 000 with the bottom level 210.50 meters abovesea level and ends at the progressive 4 + 000 withthe level 207.30 meters above sea level, crossing aML-CL type soil to irrigate an area of 2000hectares, with an irrigation module 1.20 Its / s / ha.Determine the tie and template respectively for asection with minimal infiltration. Consider themaximum recommended speed depending on thecharacteristics of the soils.

The section of a canal begins at the progressive 0 + 000 with the bottom level 210.50 meters above sea level and ends at the progressive 4 + 000 with the level 207.30 meters above sea level, crossing a ML-CL type soil to irrigate an area of 200O hectares, with an irrigation module 1.20 Its /s / ha. Determine the tie and template respectively for a section with minimal infiltration. Consider the

The section of a canal begins at the progressive 0 + 000 with the bottom level 210.50 meters above sea level and ends at the progressive 4 + 000 with the level 207.30 meters above sea level, crossing a ML-CL type soil to irrigate an area of 200O hectares, with an irrigation module 1.20 Its /s / ha. Determine the tie and template respectively for a section with minimal infiltration. Consider the

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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