Exercise [2] Design an irrigation channel in alluvial soil according to Lacey's silt theory, given the following data: Full supply discharge = 15 m³/sec, Lacey's silt factor = 1.0 Channels side slopes = (1/2H: 1V).
Exercise [2] Design an irrigation channel in alluvial soil according to Lacey's silt theory, given the following data: Full supply discharge = 15 m³/sec, Lacey's silt factor = 1.0 Channels side slopes = (1/2H: 1V).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Exercise [2]
Design an irrigation channel in alluvial soil according to Lacey's silt
theory, given the following data:
Full supply discharge = 15 m³/sec,
Lacey's silt factor
1.0
Channels side slopes = (1/2H: 1V).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F29c529c6-2b1d-4b7e-a355-6f0b4781fb70%2F1a20bacd-4b7f-4574-8a98-29c1999cb50b%2Fbp8owq8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Exercise [2]
Design an irrigation channel in alluvial soil according to Lacey's silt
theory, given the following data:
Full supply discharge = 15 m³/sec,
Lacey's silt factor
1.0
Channels side slopes = (1/2H: 1V).
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