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Z <br /> <br />STATIC 1~r2kD <br />(vertiCal el. evatio~ differenca f~ the pump base <br />to the preSsure distribution laterals) <br /> <br />feet <br /> <br />feet <br /> <br />(a) Calculate Flow Rate <br /> <br />Diameter of orifices = ~ inch <br /> <br />I~H~r of orifices = N <br />Orifice d_isd~r~e rate <br />1~ X R ~ FI~ ~ ~ gallo~ ~ ~ute <br /> <br />___~Q X ~H ~: .~ m 40PM <br /> - (~) (~) <br /> <br />Calculate Friction <br /> <br />~.~r~jt.h of tr~r~Do~c piDe <br />Friction lo~ o~efficient <br />L X' P <br /> <br />(~/~0 ft) (~) <br /> <br />-- L <br /> F (~ee over) <br /> Friction tt~a~ in feet <br /> <br />T~PAL DYNAMIC HEAD <br />(~%~n of Static head, ~ystet~ allow~rK~ & <br /> f,r ictiotl head) <br /> <br />" In absenc~ of specific head loss calOulatiof~, use 10 ft. factor <br /> <br /> <br />