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THE FLOW PARAMETERS ARE THEN RECALCULATED AND PRINTED AS <br /> ABOVE . THE FINAL DESIGN FLOWS INCLUDED WITH THIS <br /> APPLICATION ARE THE VALUES PRINTED UNDER "NEW FLOW" IN THE <br /> LOWER PORTION OF EACH "OPFLOW" CALCULATION. A COMPLETE <br /> PRINTOUT OF THE PROGRAM IS INCLUDED FOR INSPECTION OF THE <br /> FORMULAS AND ITS GENERAL OPERATION. <br /> THE PROGRAM "WATER PIPES" WAS USED TO CALCULATE FULL FLOWING <br /> PIPES WHICH CANNOT BE CALCULATED AS OPEN CHANNEL FLOWS. <br /> THIS PROGRAM ALSO USES THE MANNING FORMULA FOR PIPE <br /> ROUGHNESS AND HEAD LOSSES. IT GIVES A MORE DIRECT <br /> CALCULATION OF THE FLOW THOUGH IT IS NOT AS ACCURATE AS THE <br /> DARCY-WEISBACH FORMULA. THE INPUT PARAMETERS CALL FOR <br /> SHAPE , SIZE , ROUGHNESS FACTORS (MANNING 's NUMBER ) . WATER <br /> HEAD, AND OTHER REQUIRED INFORMATION TO CALCULATE THE <br /> FRICTION FACTORS FOR VARIOUS PIPE ELEMENTS . ENTRANCE , PIPE <br /> LENGTH, CONSTRICTION. ELBOW, DISCHARGE , AND MISCELLANEOUS <br /> FRICTION FACTORS ARE CALCULATED. THE FLOW FOR THE AVAILABLE <br /> HEAD IS THEN CALCULATED USING BERNOULLI 'S EQUATION AND THE <br /> FLOW PARAMETERS ARE THEN PRINTED. NEW WATER HEADS MAW THEN <br /> BE INPUT INTO THE PROGRAM TO DESIGN REQUIRED FLOWS . THE <br /> FLOW THROUGH CMP-4 WAS CALCULATED USING THIS PROGRAM. <br /> 32 <br />