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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
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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 />Figure A -24. Hydraulic Profile for 0.4 cfs Intercept Flow (Dry- weather) <br />25F -225 <br />Description <br />Broad Created Weir <br />War Widlh(ft) <br />20 <br />Warre,doleht <br />3.33 <br />Hescloss though Weir (it) <br />0.02 <br />Description <br />Fine Screen <br />Max Velmity (Iles) though open area <br />4.0 <br />Clogging Facfor <br />015 <br />Clear Specin, Belwe,n Bans(in) <br />0.5 <br />Milan of muree bar (it) <br />20 <br />3MOkne.a of her (in) <br />0.375 <br />]need of Fine Screen Chamber (it) <br />6 <br />Water Depthln Fine Screen Chaober(0) <br />0.055 <br />tnatantlmmeyeto K19-L20 <br />= <br />00599,1069 <br />Velocity through bar(fpa) <br />1.27 <br />Hairdos. though the course bur (it) <br />0101 <br />h= 00]29(V^ -N^2). where in roles, h in in <br />Head Loss <br />Heed Lose <br />File, <br />D (W1000 fl) <br />K <br />V <br />V.I. <br />(8 of H2O) <br />Sizeloescdption of.. <br />Length <br />Head <br />(in) <br />(a) <br />(o9d) CVaWas <br />(flea) <br />(a) <br />CValues <br />Total <br />1 0.26 1 100 1 120 <br />100 120 <br />SaMChamberto <br />Meter Sm <br />Ent2nce <br />98 <br />026 <br />0 <br />0 <br />O.W <br />003183 <br />0.00002 <br />0.000008 <br />0.000008 <br />Ezgt.oss <br />48 <br />0.26 <br />0 <br />0 <br />100 <br />0.03183 <br />0.00002 <br />0.000016 <br />0.000016 <br />Gffie(open) <br />a0 <br />0.26 <br />0 <br />0 <br />0.00 <br />0.03183 <br />0.00002 <br />0.000000 <br />0.000000 <br />Pipe <br />48 <br />50 <br />1 0.26 <br />0 <br />0 <br />0.03183 <br />0.00002 <br />0.000010 <br />0.110000] <br />Total Head Los.= <br />0.000039 0.000031 <br />Figure A -24. Hydraulic Profile for 0.4 cfs Intercept Flow (Dry- weather) <br />25F -225 <br />
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