Water flows out of the horizontal pipes at A and B. Water flows into the Tee at 10 m/s and under a pressure of 46.5 kPa. 0.5 m 30 mm 5 m 10 m/s 50 mm 3 m 30 mm 8.0 Determine the flow on pipe A. a.) 13.89 m/s b.) 18.04 m/s 9.0 Determine the flow on pipe B. a.) 11.91 m/s b.) 11.06 m/s 10.0 Determine the discharge on pipe A. a.) 11.8 L/s c.) 16.72 m/s e.), d.) 15.87 m/s c.) 13.89 m/s e.). d.) 9.74 m/s c.) 12.8 L/s d.) 9.8 L/s b.) 11.2 L/s 11.0 Determine the discharge on pipe B. a.) 7.8 L/s c.) 8.4 L/s e.). b.) 9.8 L/s d.) 6.9 L/s in

Water flows out of the horizontal pipes at A and B. Water flows into the Tee at 10 m/s and under a pressure of 46.5 kPa. 0.5 m 30 mm 5 m 10 m/s 50 mm 3 m 30 mm 8.0 Determine the flow on pipe A. a.) 13.89 m/s b.) 18.04 m/s 9.0 Determine the flow on pipe B. a.) 11.91 m/s b.) 11.06 m/s 10.0 Determine the discharge on pipe A. a.) 11.8 L/s c.) 16.72 m/s e.), d.) 15.87 m/s c.) 13.89 m/s e.). d.) 9.74 m/s c.) 12.8 L/s d.) 9.8 L/s b.) 11.2 L/s 11.0 Determine the discharge on pipe B. a.) 7.8 L/s c.) 8.4 L/s e.). b.) 9.8 L/s d.) 6.9 L/s in

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Problem 7 - 66 Determine the flow in each of the pipes shown in the figure. Assume f 0.02 for all pipes. El. 90 m El. 75 m B El. 50 m El, 30 m D. Line 3: 45um - 300mm Line 4: 900m - 150mm Line 1: 600m - 600mm Line 2: 300m - 200mm C.
Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. Q2 1500m-300mm Qi C D Q6 A E 600m-300mm (6) 400m-450mm 300m-450mm 600m-250mm Q4 600m-200m Compute the flow in Pipe 2, Q2 [in m³/s]. none of these O 0.1582 m3/s O 0.3000 m3/s O 0.0576 m3/s O 0.1006 m3/s O 0.1418 m3/s
... 2 150mm dia. 1 300mm dia. 800 mm Water Mercury (SG = 13.6) A vertical venturi meter 150mm diameter is installed in a 300mm diameter vertical pipe as shown. The flow is upward. If the specific gravity of mercury at the bottom part of the manometer is 13.6, determine the a) Discharge if head loss is neglected is Blank 1 cu.m./s b) Discharge if head loss is 2m from point 1 to point 2 is Blank 2 cu.m./s c) Coefficient of discharge is Blank 3
Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. Q2 1500m-300mm A Q1 Q3 C D Q6 E 300m-450mm 600m-250mm 600m-300mm 400m-450mm Q4 600m-200m Compute the flow in Pipe 3, Q3 [in m³/s]. O 0.1582 m3/s O 0.1418 m3/s O none of these O 0.1006 m3/s O 0.0576 m3/s O 0.3000 m3/s
Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. Q2 1500m-300mm A B Q3 C D E 300m-450mm 600m-250mm 600m-300mm 400m-450mm Q4 600m-200m Compute the flow in Pipe 1, Q1 [in m³/s]. O 0.3000 m3/s O 0.1006 m3/s O 0.1418 m3/s O none of these O 0.0576 m3/s O 0.1582 m3/s
... 2 150mm dia. 300mm dia. 800 mm Mercury (SG = 13.6) %3D Water A vertical venturi meter 150mm diameter is installed in a 300mm diameter vertical pipe as shown. The flow is upward. If the specific gravity of mercury at the bottom part of the manometer is 13.6, determine the a) Discharge if head loss is neglected is Blank 1 cu.m./s b) Discharge if head loss is 2m from point 1 to point 2 is Blank 2 cu.m./s c) Coefficient of discharge is Blank 3 Blank 1 Add your answer Blank 2 Add your answer Blank 3 Add your answer 10
Pipes 1, 2 and 3 are 300 m., 150 and 250 m. long and 25 cm. 12 cm. and 20 cm. diameter with friction factor f1, f2 and f3 equal to 0.019, 0.021 and 0.02 respectively and are connected in series. If the difference in elevation of the ends of the pipe is 10 m., what is the rate of flow in m3/sec? Neglect minor losses. a. 0.856b. 0.029c. 0.145d. 0.096
The water is flowing through a P, 39.24 N/cm D, 20 cm Problem 6.4 X pipe having diameters 20 cm and 10 cm at sections I and 2 respectively. The rate of flow through pipe is 35 litres/s. The section 1 is 6 m above datum and section 2 is 4 m above datum. If the pressure at sec- tion 1 is 39.24 N/cm², find the intensity of pressure at section 2. h 6 m/ DATUM LINE 4m D₂ = 10 cm
1- from problem on F5-7, Water flows through the 80-mm diameter pipe, head loss from A to B is hu = 0.5 m. Set datum, z = 0, at point B. Do the following: %3D (A) List the boundary conditions for location A and B. (B) Compute the flowrate in the pipe (C) Compute the height of Energy Grade Line (EGL) at point B A 6 m VB B
4. Water is flowing at the rate of 0.300m³ /s from A to B as shown. Compute for the flow in each pipe in liter/s and the total head loss. (assume f= 0.025 for all pipes). 100m - 200mm Q6 100m - 450mm 150m - 125mm 250m - 350mm 400m - 450mm 1 Q2 Q3 Q4 300m - 150mm Q5
Home Work Water flows through the pipe at A at 300 kg/s, and then out the double wye with an average velocity of 3 m/s through B and an average velocity of 2 m/s through C. Determine the average velocity at which it flows through D. 250 mm 350 mm 150 mm 250 mm
Water is flowing at the rate of 300 L/sec from A to E as shown. Assume f = 0.025 for all pipes. 1500m-300mm A Qi В Qs D Q6 E 600m-300mm (6) 400m-450mm 300m-450mm 600m-250mm Q4 600m-200m Compute the flow in Pipe 5, Q5 [in m³/s]. none of these O 0.3000 m3/s O 0.1006 m3/s O 0.1582 m3/s O 0.1418 m3/s O 0.0576 m3/s