120 likes | 239 Views
Learn about design techniques and selection criteria for efficient water conveyance systems, including gravity diversions and erosion prevention. Explore examples and methods for optimal channel dimensions.
E N D
Conveyance of Irrigation and Drainage Water CHAPTER 3A
Diversion methods • Gravity diversions • Control structure • Turnout: inlet, conduit, a regulating and a measuring structure. • Pumping plants
Design of conveyance systems • Pipelines • A specified maximum allowable head loss along the pipe length. - To use a recommended design velocity (0.6 to 2.0 m/s)
Design of open channels • Non-erodible channels: • Kind of material to determine Manning’s n • Min velocity to avoid deposition • Channel bottom and side slopes • The free board: 5 to 30% of design depth • Best hydraulic section: most economic section
Best Hydraulic section • A = (b+Zy)y • P = b + 2y(1+Z2)0.5 • Consider A and Z are constants: • Minimizing P with respect to y requires: • Or: • Z= 1/3= tan 30 for trapezoid, b = 2y for rectangle
Example • Suppose we want to find the best hydraulic section to convey 400 cfs at a slope of 0.0016 and Manning n=0.025. • From Manning: R2/3 A = 167.79 • A=(b+Zy)y, R=y/2, b=2y( (1+Z2)0.5- Z), Z=1/3, then: y=6.61 ft and b=7.63 ft • For Z=2 , y=5.78 ft and b = 2.72 ft. • For b=20 ft and Z=2, y will be 3.36 ft.
Erodible channels • Disadvantages: • Excessive seepage losses. • Low velocities and therefore large cross-sectional areas. • Danger of breaks due to erosion and burrowing of animals. • Favorable conditions for growth of moss and aquatic weeds which retard the velocity and cause high annual maintenance.
Example • Suppose a channel with noncolloidal coarse gravel. The discharge is 10 m3/s and a slope of 0.0016. Determine the cross section dimensions using Z=2?