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Preliminary Design Report Addendum No.2 <br />JdS Nn. <br />Total Flow <br />I Calc NO. <br />Computation <br />UN <br />I Frojece Santa Ana Delhi Diversion FM Routing Analysis <br />(Computed J. Zhao <br />ISy&.,n <br />jDate 611312014 <br />Icomponent <br />110 <br />IRaWewad J. Long <br />Task System Hydraulics <br />110 <br />IDate <br />1 <br />300 <br />ughness Values, Hazen- Wtl§arm Form la <br />IJ�rMer of Wraps Total 2 <br />74 <br />2.6 <br />GFacWr <br />Normal On 1 <br />2 <br />w Lined= <br />Rated <br />130 <br />Stand -By 1 <br />75 <br />= <br />110 <br />2.4 <br />3 <br />Results: <br />21 <br />Q= mad go- <br />Total 0.4 300 <br />C Values <br />X12 I 8 I 10442 I 300 I 3:21 I 2.69 I 229 I 1.91 0.06 33.58 26.14 23.95 <br />Nd Loss R 300 3.21 Fes 2.29 1.00 1.81 0.06 0.06 0.06 0.06 <br />IIROe 1 R 1 10762 1 300 1 3.21 1 2.69 1 2.29 1 1 1.91 1 0.06 1 1 34.66 1 29.05 1 24.73 1 <br />1900 <br />MON <br />FAWI <br />Low Lift Pumps Dynamic Head= 5104 59.32 56.46 n <br />Route No. <br />Total Flow <br />System Cum <br />Pump Horse Power each <br />C Woes <br />C values <br />m <br />100 <br />110 <br />120 <br />100 <br />110 <br />120 <br />1 <br />300 <br />84 <br />78 <br />74 <br />2.6 <br />2.5 <br />2.3 <br />2 <br />300 <br />85 <br />79 <br />75 <br />2.7 <br />2.5 <br />2.4 <br />3 <br />300 <br />21 <br />20 <br />19 <br />0.7 <br />0.6 <br />0.6 <br />4 <br />300 <br />62 <br />59 <br />56 <br />2.0 <br />1.9 <br />1.8 <br />5 <br />300 <br />63 <br />59 <br />1 56 <br />2.0 <br />1.9 <br />1.8 <br />Pump Motor horse power = QH /(396O`eff) <br />a: Q faom): H (ft of head), 80% efficiency <br />25F -240 <br />