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25F - AGMT - DELHI DIVERSION PROJECT
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25F - AGMT - DELHI DIVERSION PROJECT
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Last modified
12/11/2014 4:17:06 PM
Creation date
12/11/2014 4:08:50 PM
Metadata
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
25F
Date
12/16/2014
Destruction Year
2019
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Preliminary Design Report Addendum No.2 <br />25F -224 <br />jJOh Ne. 38001549 ICa1c <br />Na. <br />_� <br />Computation <br />M <br />Pr,i <br />Both Charnel Dlvendn Facility <br />J. IDao <br />_ sygo„ <br />not, 712312014 <br />5.68 <br />Hnobablik, Prefilis for 04 CFSIntercept FlowlDrv� ) <br />re,-.ea J. taw <br />Taro <br />System Hydraulics, _ 1. <br />u-n. Fmw <br />Destgn Flow Condition, Head LOSS <br />FLOW CONDIPON CFS MOD <br />limeminvideol Flavc6 0.4 1 026 <br />Oos9n HGL <br />Head ion <br />HDL <br />Invert M. <br />100 cfs <br />100 cfs <br />ft <br />Inlet Pipe Intake Point <br />000 <br />6.06 <br />5.63 <br />Imm PDR <br />Pre ComseScemn Chamber <br />000 <br />6.06 <br />Post Course- screen Chamber <br />000 <br />6.05 <br />Pre Finescreen Chamber <br />0.09 <br />6.05 <br />Fine -smeen Weir Crest <br />002 <br />6.02 <br />fi.W <br />Post Finescreen Effluent Chamber <br />000 <br />5.66 <br />1.66 <br />Note: 4 feel <br />min submergence <br />Oubet Pipe Dachage Point <br />000 <br />6w-- <br />0 Wet Pipe Discharge Point <br />am PDR <br />Total Headman, 0.00 <br />Gi'.en <br />M1eaipllon Vdlua <br />Design C-lactor 120 <br />L., raw <br />URS proposed deader design details <br />Head Loa <br />Head <br />Los <br />�m�ioo��n <br />Pipe O <br />(N1000 R) <br />K <br />V <br />V.I. <br />(ft of <br />H2O) <br />SlzelDeacripbon Dia. Length <br />Head <br />(In) (ft) (mgd) <br />C Values <br />(fps) <br />Of <br />C Values <br />Total 02fi <br />1110 120 <br />IDO <br />120 <br />SaMChamberto Meter Box <br />Entrance <br />48 <br />0.26 <br />0 <br />0 <br />0.50 <br />0.03183 <br />0,00002 <br />0.000008 <br />0.000009 <br />Exit LOSS <br />4a <br />026 <br />0 <br />0 <br />LW <br />003183 <br />0.00002 <br />O.GOOD16 <br />0000016 <br />Data (open) <br />48 <br />026 <br />0 <br />0 <br />0.00 <br />003183 <br />0.00002 <br />0.0000W <br />OOOOOW <br />Pipe <br />48 <br />5p <br />026 <br />0 <br />0 <br />003183 <br />0.00002 <br />0.000010 <br />OOOOW] <br />Total Head Loa= <br />0.000034 <br />0.000031 <br />Description Mechanical Bar $men (Course Screen) <br />Max Velocity (fps) through open area 4 <br />Obggirg Factor 05 <br />Clear Spacing BeMeen Bare (in) 3 <br />Wldtb ofcourse bar (M 20 <br />thickness of bar (I.) 0.5 <br />imea of lnflumit Chamber (4) 583 <br />Water Depth in Influent Chamber (ft) 038 had and co enge <br />to K1] -56 0.38 <br />Velocity thmugh Impips) 0.12 <br />Heaaoss through the course bar (0) 0.00 h=00]29(V^MV), where v in m e, h in nl <br />Description BsMe Wall <br />NumbazofbaMuewalis <br />Numbermusifices <br />Orifice Haight(it) <br />MQ=O.R'A'epf2,,h) <br />Orifice Width (0) <br />Velocity through Defoe (fps) <br />Headoss ibroigh cafice(fl) <br />25F -224 <br />5.68 <br />25F -224 <br />
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