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STATIC ~D <br />(vertical ~levatio~ ~iffarenc~ fr~m the pump ba~e <br />to the pressure distribution laterals) <br /> <br />(include~ distribution piping los~e~ ~nd a 5 <br />residual head discharge at the distribution <br /> <br />feet <br /> <br />feet <br /> <br />(a) Calculat~ Fi~ Rate <br /> <br />Diameter of orifices <br /> <br />fb) Calculat~ P~ictio~ L~ss <br /> <br />~ of t~S~-~ pipe = <br />~riction l~s coefficient -- <br />LXF <br /> <br />(L/lO0 ~t) <br /> <br /> L <br /> <br />~r~ction Fmad in feet <br /> <br />= <br /> <br />(~um of s~a~ic head, System a!lou~no~ & <br />friction head) <br /> <br />~ootnot~s <br /> <br />* In aba_nee o~ ~Decific head lo~ calculations, u~= 10 ft. factor <br /> <br /> <br />