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<br />r r f ( ( r I f .. f f' r r -- f' r , r r , ( <br /> , <br /> TABLE 1 <br /> SUMMARY OF HYDRAULIC CALCULATIONS <br /> COMPo LOCATION & DESCRIPTION QUANTI TY PIPE MAXII<<JM HEAD LOSS PRESSURE AT END <br /> NO. OF COMPONENT OF FLOW DIAMETER VELOCITY PER 1000 FT OF COMPONENT <br /> Q (MGO) D (IN.) V (FT/SEC) hf(FT) STATIC MAX. DAY <br /> FEET FEET <br /> 2 Main line Treatment <br /> Plant to Loveland <br /> Branch 1 = 20,510 103.0 60 8.1 2.72 245 189.3 <br /> 3 Love 1 and Branch <br /> 1 = 11,750' 30.0 30 9.5 8.09 220 69.2 <br /> 4 Main 1 ine From Love.- <br /> land Bt'anch to <br /> Berthoud Branch <br /> 1 = 16,460 73.0 60 5.8 1.44 380 300.6 <br /> 5 Berthoud-LTVWO Branch <br /> from main line to LTVWD <br /> Branch 1 = 10,445' 7.1 20 5.0 4.06 280 158.2 <br />to 6 LTVWD Branches No piping required <br /> 7 Berthoud Branch <br /> 1 a 3,985 4.4 16 4.9 4.97 240 98.4 <br /> 8 Main line from <br /> Berthoud Branch to <br /> PRY #1 I = 3,370' 65.9 54 6.4 1.99 460 373.9 <br /> 8 PRY #1 Elevation 4,960 (20 ft. head loss assumed) 354 353.9 <br /> 8 Main line from PRY #1 to <br /> PRY 12 1 = 35,760' 65.9 54 6.4 1.99 464 392.6 <br /> 8 PRY 12 Elevation 4,850 (20 ft. head loss assumed) 373 372.6 <br /> 8 Main line from PRY #2 to <br /> Greeley-Windsor Branch <br /> 1 = 12,910' 65.9 54 6.4 1.99 313 287.1 <br /> 9 Greeley-Windsor Branch <br /> from ma in 1 i ne to Gree ley <br /> Branch 1 = 7,905' 33.2 36 7.3 4.02 220 162.3 <br /> 10 Greeley Branch <br /> 1 = 3,565' 25.0 30 5.5 5.78 167 88.7 <br /> <br />- <br /> <br />.. <br /> <br />___ u._ V _._ ___ __ __ ,~__ __._ <br />