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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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Description <br />Weir Width (ft) <br />Weir CoePlcient <br />Headloss through Weir (ft) <br />Oescrlptlon <br />M. Velocity (tps) though open area <br />Clogging Fisher <br />Clear Spacing Between Bars (in) <br />Width of course bar(a) <br />Thickness of bar (in) <br />In ert of Fine Screen Clambar(t) <br />Water Depth in Fine Screen Chamber <br />Velocity thmugh bar (ens) <br />Headloss though the course bar (111) <br />Pipe <br />Sizelm Wi peon Oia. Length <br />(in) fat <br />Preliminary Design Report Addendum No.2 <br />Broad Crested Weir <br />P 0. 2g <br />3.33 <br />62 <br />Ent arce <br />Exit Loss <br />Gate (open) <br />Pipe <br />end con,"" t0 K19 -L20 = <br />2.87490157 <br />48 <br />.0]29(VMMv ), satieee vin naps, hinm <br />6 <br />4 <br />0.5A <br />Head Loss <br />0.96332 <br />0.491659 <br />Head Loss <br />Q (N1g60 ft) K <br />V <br />V.I. <br />(ft of H2O) <br />4 <br />1.00 <br />Head <br />0.90332 <br />(mad) C Values <br />frael <br />fftl <br />C Values <br />Total I I 64.63 100 120 100 120 <br />Sandchamber to Meter Box <br />48 <br />6463 <br />6 <br />4 <br />0.5A <br />T.95P5 <br />0.96332 <br />0.491659 <br />0.491659 <br />48 <br />64.63 <br />6 <br />4 <br />1.00 <br />T.95T]5 <br />0.90332 <br />0.963319 <br />0.983319 <br />48 <br />64.63 <br />6 <br />4 <br />1 0.00 <br />7.95T15 <br />0.96332 <br />0.000000 <br />0.000000 <br />48 <br />o„g <br />61.63 <br />6 <br />4 <br />1 <br />195P5 <br />0.96332 <br />0.277711 <br />0.196202 <br />Figure A -2 -5. Hydraulic Profile for 100 cfs Intercept Flow (Wet - weather) <br />25F -227 <br />
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