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SY~I~H~~ION <br /> <br />STATIC HEAD <br />(vertical elevation diff~ <br />to the pressure distributio~ <br /> <br /> (include~ distribution piping loaves and a 5 foot <br /> resin,a! head discharge at the distribution laterals) <br /> <br />3. FRICTION I"IEAD : <br /> ~(t_ranspor~ pi~ fr~ction: lo~s as result of flow rate) <br /> (a) Calculat~ Flow Rat~ <br /> <br />Diameter of orific~_~ <br /> <br />Number of orifices <br />orific~ di~e rate <br />N X R <br /> <br />10'* , <br /> <br />= R (~a~ c~e~) <br />= Fi~w Rat~ in ~allons pe~ minute <br /> <br /> (N) (R) <br /> <br />(b) om]culate Friction ~ <br /> <br />~ of transport pipe <br />~riction lo~s coefficient <br />LXF <br /> <br /> F (~e over) <br />FriCtion Head i~ <br /> <br />TOTAL DYNAMIC HEAD <br /> (sUm of s~atic head, ~yst~m a~low~nce & <br /> friction head) <br /> <br />HYDRAULIC SPECIFICATIONS <br /> <br />feet <br /> <br />* In absence of specific head lo~ calculations, use 10 ft. factor <br /> <br />feet <br /> <br /> <br />