2010-12-08_PERMIT FILE - C1981008A ‎(55)‎

• Permit No: C1981008A
• IBM Index Class Name: Permit File
• Doc Date: 12/8/2010
• Doc Name: Flood and Sideroll Irrigation Designs - Irrigated Pasture
• Section_Exhibit Name: Section 2.05.4‎(2)‎‎(e)‎ Attachment 2.05.4‎(2)‎‎(e)‎-9
• Media Type: D
• Archive: Yes

•
N
NU MBER SETS = ML +1 = ( ) +l = sets per field
Sin ( 60 )
Use multiples of 60ft. Note this lenght may be shorter if 60 ft swing lines are used.
MAINLINE CAPACITY
(Manifold)
MAINLINE CAP.= ( #HEAD REQ'D (15)) X (NOZZLE FLOW (GPM) {l61)
X ( #SIDEROLLS {15al)
_ ( )X( )X( )
GPM = GPM = CFS
TOTAL SIDEROLL PRESSURE REQURIED:
• TOTAL PRESSURE REQUIRED = MPS + (SWING LINE LOSS + RISER,
HYDRANT AND STUB VALVE
LOSS)
_( ) +( 2psi }
Total = ( ) psi req. at beginning of sideroll riser (22)
.Main Line Head Loss per 100ft.
;+ siderolls (15a)=
gpm per sideroll (20a) = gpm
Mainline material & Diameter
Length of Mainline Pipe
Elazen Williams "C" factor
Friction Loss ft; 100 (chart)
(21)
(L)
(2`I)