Velocity V (m/s) 6 5 4 3 2 1-8 1-6 14 1-2 1-0 09 0.6 0-7 0-6 0-5 0.4 0-3 0.2 0-18 0-16 0-14 0-12 0-10 0.09 0.08 0.07 0.06 Discharge Q (l/s) for pipes flowing full 0.025 0.03 w ona go Diameter D (m) 0-12 0.14 8888888 2000/ 3000 9.0 4000 5 000 6 000 1.0 8 000 ~ 10 000 20 000 0.4 0-3 0-2 0-1 0-08 0-06 0.05 2 Water at 15°C 0.04 0.03 0-02 0.01 0.008 0.006 0.005 0.004 0.003 0.002 0-001 0.0008 0.0006 0.0005 0.0004 0.0003 0.0002 Hydraulic gradient 100S (m/100m)

Velocity V (m/s) 6 5 4 3 2 1-8 1-6 14 1-2 1-0 09 0.6 0-7 0-6 0-5 0.4 0-3 0.2 0-18 0-16 0-14 0-12 0-10 0.09 0.08 0.07 0.06 Discharge Q (l/s) for pipes flowing full 0.025 0.03 w ona go Diameter D (m) 0-12 0.14 8888888 2000/ 3000 9.0 4000 5 000 6 000 1.0 8 000 ~ 10 000 20 000 0.4 0-3 0-2 0-1 0-08 0-06 0.05 2 Water at 15°C 0.04 0.03 0-02 0.01 0.008 0.006 0.005 0.004 0.003 0.002 0-001 0.0008 0.0006 0.0005 0.0004 0.0003 0.0002 Hydraulic gradient 100S (m/100m)

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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