Chow, Ven Te, Handbook of Applied Hydrology, McGraw-Hill, 1964.FRICTION FACTOR f0807Find the Q and V at the exit. Include friction losses (e.g.,REAL fluid case) but ignore minor losses. AbsoluteRoughness e = 1.5 mm (See Moody Diagram next sheet)FE Manual Moody Diagram06.05.040302010.10.2CLAMINAR CRITICALFLOW ZONELAMINARFLOWf-64/Re0.4 0.6 0.8 16 8 10³2TRANSITION ZONECRITICAL Re2GLASS, DRAWN BRASS, COPPER, LEADCOMMERCIAL STEEL, WROUGHT IRONASPHALTED CAST IRONGALVANIZED IRONCAST IRONCONCRETERIVETED STEEL-0.03CORRUGATED METAL PIPE-0.2LARGE TUNNEL, CONCRETE OR STEEL LINED 0.002 -0.004BLASTED ROCK TUNNEL1.0<-2.04 68 10ZIN FISMOOTH410.0 feet0.0030.10.0001 -0.00030.0002 -0.00060.0002 -0.00080.0006 -0.0030.001-0.0128" Dia.VALUE OF VD FOR WATER AT 60°F (V IN FPS, DIN INCHES)4 6 8 102 4 6 8 10²24 6 8 10³50'COMPLETE TURBULENCE ROUGH PIPESSMOOTH PIPES4 6 8 1052 4 6 8 10⁰VDREYNOLDS NUMBER Re=V230000200001 6 8 10372.5 feet24 6 8 104|||||||.050403.02.015010008.006.004.002.0010.0008.0006.0004.0002RELATIVEFLOW IN CLOSED CONDUITS2 4 6 8 108ROUGHNESS00010.00006.00004

Given Absolute roughness, e = 1.5 mm Diameter of pipe , D = 8 in

Chow, Ven Te, Handbook of Applied Hydrology, McGraw-Hill, 1964. FRICTION FACTOR f 08 07 06 Find the Q and V at the exit. Include friction losses (e.g., REAL fluid case) but ignore minor losses. Absolute Roughness e = 1.5 mm (See Moody Diagram next sheet) FE Manual Moody Diagram .05 .04 02 01 D 0.1 0.2 LAMINAR CRITICAL FLOW ZONE 0.4 0.6 0.8 1 LAMINAR FLOW CRITICAL Re f-64/Re GLASS, DRAWN BRASS, COPPER, LEAD COMMERCIAL STEEL, WROUGHT IRON ASPHALTED CAST IRON GALVANIZED IRON CAST IRON CONCRETE RIVETED STEEL 6 8 10³ 2 TRANSITION ZONE: 4 2 0.0006 -0.003 0.001 -0.01 0.003 -0.03 -0.2 CORRUGATED METAL PIPE 0.1 LARGE TUNNEL, CONCRETE OR STEELLINED 0.002 -0.004 BLASTED ROCK TUNNEL 1.0 -2.0 6 8 10 zIN FT SMOOTH 0.0001 -0.0003 0.0002 -0.0006 0.0002 -0.0008 410.0 feet 2 8" Dia. VALUE OF VD FOR WATER AT 60°F (V IN FPS, D IN INCHES) 6 8 10 2 4 6 8 10² 2 6 8 10³ 50' 6 8 105 2 UGH PIPES 6 REYNOLDS NUMBER 8 10 2 VD Re= 00002 IT 300001 6 8 107 2 372.5 feet 4 6 8 10 .05 04 .03 .02 4 6 8 10 015 .010 008 .006 .004 002 0010 0008 .0006 .0004 .0002 RELATIVE ROUGHNESS FLOW IN CLOSED CONDUITS .00010 .00006 .00004

Chow, Ven Te, Handbook of Applied Hydrology, McGraw-Hill, 1964. FRICTION FACTOR f 08 07 06 Find the Q and V at the exit. Include friction losses (e.g., REAL fluid case) but ignore minor losses. Absolute Roughness e = 1.5 mm (See Moody Diagram next sheet) FE Manual Moody Diagram .05 .04 02 01 D 0.1 0.2 LAMINAR CRITICAL FLOW ZONE 0.4 0.6 0.8 1 LAMINAR FLOW CRITICAL Re f-64/Re GLASS, DRAWN BRASS, COPPER, LEAD COMMERCIAL STEEL, WROUGHT IRON ASPHALTED CAST IRON GALVANIZED IRON CAST IRON CONCRETE RIVETED STEEL 6 8 10³ 2 TRANSITION ZONE: 4 2 0.0006 -0.003 0.001 -0.01 0.003 -0.03 -0.2 CORRUGATED METAL PIPE 0.1 LARGE TUNNEL, CONCRETE OR STEELLINED 0.002 -0.004 BLASTED ROCK TUNNEL 1.0 -2.0 6 8 10 zIN FT SMOOTH 0.0001 -0.0003 0.0002 -0.0006 0.0002 -0.0008 410.0 feet 2 8" Dia. VALUE OF VD FOR WATER AT 60°F (V IN FPS, D IN INCHES) 6 8 10 2 4 6 8 10² 2 6 8 10³ 50' 6 8 105 2 UGH PIPES 6 REYNOLDS NUMBER 8 10 2 VD Re= 00002 IT 300001 6 8 107 2 372.5 feet 4 6 8 10 .05 04 .03 .02 4 6 8 10 015 .010 008 .006 .004 002 0010 0008 .0006 .0004 .0002 RELATIVE ROUGHNESS FLOW IN CLOSED CONDUITS .00010 .00006 .00004

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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