Barometeric pressure is 101.3 kPa and vapor pressure of water is 32.4 kPa. Calculate the elevation (in meters) of the tubing end 3 for maximum flowrate through this pipeline. Also sketch the energy line, EL (color red) and the hydraulic grade line, HGL (color blue) on the drawing for this situation. El. 34 150 mm d

Barometeric pressure is 101.3 kPa and vapor pressure of water is 32.4 kPa. Calculate the elevation (in meters) of the tubing end 3 for maximum flowrate through this pipeline. Also sketch the energy line, EL (color red) and the hydraulic grade line, HGL (color blue) on the drawing for this situation. El. 34 150 mm d

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: VIII. Quéstión fór fürther discusSion Explain the way in which the theoretical discharge over a…

Q: For the piping system shown below, determine the flow distribution and the piezometric heads at the…

A: Power = 20 KW

Q: Water at 70°F passes through 0.75-in-internal diameter copper tubes at a rate of 0.4 lbm/s.…

Q: A 30 cm diameter pipe is connected by a reducer to a 10 cm diameter pipe. Points 1 (on the 30 cm…

A: Diameter =30cm pressure at 1 =250 kPa Discharge Q1=Q2=Q=0.03 m3/sheadlossHL=20rmVelocity…

Q: Water at 40°C (p=62.42 lbm/ft³ and u=1.038×10 diameter 30-ft-long horizontal pipe at an averag (b)…

Q: Figure shows that the pipe flow of 50 m^3/hr, is driven by pressurized aire in the tank. a.)…

A: Q = 50m3/hr =0.1388 m3/sec f = 0.014 Length of pipe = l = 20+80+40 = 140m

Q: Probl Compute gage pressure at the center of pipe. For solution use: (a)British Unit, (b)Standard…

A: To Determine Gauge pressure in the centre of the pipe. a) In British unit ( psi ) b) In SI unit (…

Q: In the supply system (Q=0.89cfs) shown in the figure, the pressure required at the delivery end is…

A: Q = 0.89 cfs Diameter = 4 in = 0.333 ft Length = 1000 ft Pressure at delivery end = 65 psi Water…

Q: Two vats are connected by a submerged pipe with a square cross-section, as shown in Figure Q2. A…

A: h2 > h1 Let density of fluid be ρ

Q: From section 1 at p₁-750 kPa, water flows through a galvanized iron pipe of 50 mm inside diameter…

A: Given, P1 = 750 kPa D = 50 mm L = 40 m Q = 0.015 m3/s

Q: Water flows from the tank shown in the figure below. At a depth of 1.5 ft the rate of change of…

Q: Prob. # 3 (a): A 90° horizontal reducing elbow carries a flow of 12 cfs (i.e., cubic feet per…

Q: 7.30 FLUS For this refinery pipe, DA = 20 cm. Dg = 14 cm, and L= 1 m. If crude oil (S = 0.90) is…

Q: Oil (s=0.80) and viscosity (u = 0.098 Pa – sec) flow from a reservoir of surface elevation 100…

A: Please find attached images for solution

Concept explainers

Thermal Processes

Some of the key areas where thermal processes find their application are:

Question

7. Barometeric pressure is 101.3 kPa and vapor pressure of water is 32.4 kPa. Calculate the
elevation (in meters) of the tubing end 3 for maximum flowrate through this pipeline. Also
sketch the energy line, EL (color red) and the hydraulic grade line, HGL (color blue) on the
drawing for this situation.
El. 34
Water
150 mm d
EI. 30.5

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Chow, Ven Te, Handbook of Applied Hydrology, McGraw-Hill, 1964. FRICTION FACTOR f 08 07 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 06 .05 .04 03 02 01 0.1 0.2 CLAMINAR CRITICAL FLOW ZONE LAMINAR FLOW f-64/Re 0.4 0.6 0.8 1 6 8 10³ 2 TRANSITION ZONE CRITICAL Re 2 GLASS, DRAWN BRASS, COPPER, LEAD COMMERCIAL STEEL, WROUGHT IRON ASPHALTED CAST IRON GALVANIZED IRON CAST IRON CONCRETE RIVETED STEEL -0.03 CORRUGATED METAL PIPE -0.2 LARGE TUNNEL, CONCRETE OR STEEL LINED 0.002 -0.004 BLASTED ROCK TUNNEL 1.0 <-2.0 4 6 8 10 ZIN FI SMOOTH 410.0 feet 0.003 0.1 0.0001 -0.0003 0.0002 -0.0006 0.0002 -0.0008 0.0006 -0.003 0.001 -0.01 2 8" Dia. VALUE OF VD FOR WATER AT 60°F (V IN FPS, DIN INCHES) 4 6 8 10 2 4 6 8 10² 2 4 6 8 10³ 50' COMPLETE TURBULENCE ROUGH PIPES SMOOTH PIPES 4 6 8 105 2 4 6 8 10⁰ VD REYNOLDS NUMBER Re= V 2 3 00002 00001 6 8 10 372.5 feet 2 4 6…
Q2: A flocculation tank with a discharge of 50,000 m³/day and alum dosage is 50 mg/1, Gt=4*104 at a temperature of 15 °C. This tank contains three paddles, each paddle has two boards with a dimension of 5m length, rotational speed is 2.5 rpm, and velocity gradient is 30 s¹. The distance between the center of the board and the shaft is 1.25m find: 1)Design this tank if the depth equal one-third of width, assuming depth according to design criteria of flocculation tank 2)Power required Width of the paddles?
Design a rapid mix tank for water at 50° F flowing at Q = 4.0 MGD for a typical process train ina drinking water treatment plant. Use a square tank with a depth 1.25 times the width, a designvelocity gradient G = 900 sec−1, and a hydraulic detention time τ = 30 seconds. Specificallydetermine:a. Rapid mix tank dimensions in feet and inches, to the nearest one inch.b. Input water horsepower (hp).c. Impeller rotational speed if a vane-disc impeller is used having a diameter half of the tankwidth and employing six flat blades and a baffled tank.
A venturi meter of 150 x 75 mm size is fixed in a horizontal pipe carrying water. The pressure gauge at entry read 137.34 kN/m^2 (gauge). The pressure at the throat was 37.5cm of mercury (vacuum). STRICTLY SHOW THE COMPLETE FBD OF THE PROBLEM
The differential pressure gage on the venturi meter shown reads 5.4 psi, h=25in., d=7 in., and D = 12 in. What is the discharge of water in the system? Assume T = 50°F. (Expected answer range: 7.00 ft/s
A pump draws water from a sump through a vertical 6" pipe. The pump has a horizontal discharge pipe 4" in diameter that is 10.6 ft above the water level in the sump. While pumping 1.25 cfs, gases near the pump at the entrance and discharge read -4.6 psi and +25.6 psi, respectively. The discharge gage is 3.0 ft above the suction gage. Compute the horsepower output of the pump and the head lost in the 6" suction pipe.Answer: 10.7 hp, 2.4 ft
Due in 2 hrs Please show figure thanks! No figure no credit for us in school.
The pipe connection shown has a series parallel connection. The rate of flow in the pipe 1 is 300 liters per sec. Assuming equal values of f = 0.02 for all pipes. Compute the discharge of pipeline 2 in cu.m per sec. Compute the discharge of pipeline 3 in cu.m per sec. Compute the discharge of pipeline 4 in cu.m per sec.
8.7