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I ' <br /> Janc Zimmerman <br /> September 27, 2005 <br /> Pa;,: 2 <br /> N�orksh��t for P►essure Pipe - Pump <br /> Prcject DescnpGcn <br /> Flow Element: Pressure Pipe <br /> Fric6on Melhod: Hazen•Williams Formula <br /> Solve For: Pressun�at 1 <br /> Inpu�Data <br /> Preuure a12: 0.00 psi <br /> Elevation al 7: 68.40 R <br /> Elevation al 2: 94.60 ft <br /> Length: 43.00 tt <br /> Roughness CoeKcienl: 150.000 <br /> Diameler: 0.25 fl <br /> Discharge: 0.64 tt'Is <br /> Resulls <br /> Pressure al 1: 5.80 psi <br /> Headloss: �•>> ry <br /> Enargy Grade at 1: 104.43 tt <br /> Energy Grade at 2: 97.32 tt <br /> Nydraulir Grade at 7: 101.79 tt <br /> Hydraulic Grade at 2: 94.60It <br /> Flow Area: 0.05 fP <br /> Wetled Penmeter: ��79 h <br /> Velodty: 13.04 IVs <br /> Velociry Head: 2.64�� <br /> Friction Slope: 0.16525 fUft <br /> Workshset for Gravity flow to Grand Avenue <br /> Project DescnpGon William Messenger Short Plat <br /> r1UW CICI11C01. �ii�ui'u'�:yu <br /> Friction Melhod: Manning Formula <br /> Solve For: Discharge <br /> Input Data <br /> Roughness CoeKdenl: 0.013 <br /> Channel Slope: 0.03292 IVft <br /> Normal Depth: 0.50 N <br /> Diameter: 0.50 tt �j <br /> ReSwts e� N� h1 Ut p `I G�� <br /> Discharge: 1_�Z R'�5 Q. W�g <br /> Flow Area: 0.20 It' y� <br /> Welted Perimeter: 1.57 fl !�� * � <br /> Top Widlh: 0.00 tt <br /> Critiwl Depih: 0.47 fl <br /> Percenl Full: 100.0% <br /> Critical Slopa OA2849 fVfl !� <br /> Velocily: 5.18 tUs � � 2077i <br /> Velocily Head: 0.42 ft �����0� <br /> Specific Energy: 0.92 ft rS G <br /> Froude Number: 0.00 ��NTLt1'' <br /> Maximum Discharc�e: 7.10 ft'/s <br /> Discharge Full: 1.02 IY/5 ExFiRES � <br /> Slope Full: 0.03292 Nlt <br /> Flow Type: SuhCrilical <br /> �� <br /> d <br />