Oil of specific gravity 0.85 flows freely from a tank through a 60 mm diameter pipe. The oil surface elevation is 4 meters above the pipe. The total head loss between in the system is 2.0 meters. Determine the discharge in the pipe in liters per second.

Oil of specific gravity 0.85 flows freely from a tank through a 60 mm diameter pipe. The oil surface elevation is 4 meters above the pipe. The total head loss between in the system is 2.0 meters. Determine the discharge in the pipe in liters per second.

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: Two tanks A and B have 80 m difference in water levels, and are connected by a pipe 0.3 m diameter…

A: Friction factor f = 4F = 4×.002 = .008 Total inflow = Total net flow at junction CQ1 = Q2 + Q3Q1 =…

Q: solution and diagrams

Q: power output of the motor?

Q: An agricultural land install a pump with a 218mm diameter suction pipe and a 200mm diameter…

A: Let's suppose, the suction side as point A and the discharge side as point B, and the vertical…

Q: A 10m diameter cyclindrical storage contains 800m³ of oil (SG=0.85, v=2x10-³ m²/s). A 40cm diameter…

A: Head loss in Pipe- Head loss in pipe are of two types 1) Major Head Loss- It is the loss which occur…

Q: Tank A has an elevation of 100 m and Tank B has an elevation of 160 m. Since Tank A is lower than B,…

A: Tank A elevation = 100 m Tank B elevation = 160 m Discharge in the pipe (Q) = 0.65 m3/s pipe length…

Q: - In a mano meter shown, the fluid from A to B is mercury (s-g. 13.0) and from e to C, the flud is…

A: Given data in question Specific gravity of mercury Spacific gravity of oil Pressure at point C…

Q: A time independent non Newtonian fluid of density 0,00085kg/cm3 flows in a cylindrical pipe with a…

A: Given, ρ = 0.00085 kg/cm3 or 850 kg/m3 V = 1.70 m/s L = 3m D = 0.075 m K = 1.52 N s0.3 /m2 n =…

Q: Oil with density of (925 kg/m3 ) (9 = 0.00001 m2/s, and Q = 0.2 m3/s) is flowing through 500m pipe…

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: The discharge of a liquid of kinematic viscosity 4 x 10-² m²/s through a 80 mm diameter pipe is 3200…

Q: Q2/A storage tank of a treatment water has a holding capacity of 750 m' up to an overflow point. The…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: In a pipe flow from an elevated tank, a control valve is placed adding minor head losses in the…

Q: Glycerin (specific gravity 1.26) in a processing plant flows in a pipe at a rate of 805 L/s. At a…

A: Given data:

Q: For constant density flow through this round nozzle, V₁ = 1.7 m/s and V₂ = 20 m/s. The ratio of…

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: An orifice with diameter 4mm and length 1mm is submerged in lic¡uid. The upstream pressure is 12MPa…

A: d = 4mm l = 1mm P1 = 12MPa P2 = 8Mpa

Q: Statement I given specific energy the discharge 1 maximum when the flow is critical For d is (Fr…

A: given- critical flowFroude's number Fr=1 It is required to prove that, for a given specific energy…

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

Q: A pump pumps 0.200 ft /s of brine solution having a density of 1.15 g/cm from an open feed tank…

A: ρ = 1.15 x 1000 = 1150kg/m3 Q = 0.2ft3/s = 0.2 x (0.30483) m3/s = 0.00566 m3/s Ho (total head) = H…

Q: An open tank contains 5.70 m of water covered with 2.80 m of kerosene (y = 8.0 kN/m³). Find the…

A: Height of water in tank (h1) = 5.70 m Height of Kerosene in tank (h2) = 2.80 m Specific weight of…

Q: 8. The upper portion of an inverted U-tube is filled with oil having a pecific gravity of 0.98. The…

A: Determine the pressure difference (PB - PA).

Q: A full scale agitation system that has a flat blade turbine impeller with six blade-disk is used in…

A: The volume of the scale down system is one-fourth of the large scale volume. The ratio of the volume…

Q: Flow of a liquid in a smooth 3 cm pipe yields a head loss of 2 m per meter of pipe length when the…

A: Given- a pipe carrying a liquid with the mean velocity of 1m/s. Required- to find friction…

Q: A pressurized tank discharges its alcohol through a square orifice (c = 0.64, cy = 0.97). If minor…

A: step 1-

Q: 2. A nozzle 3 m long has a diameter of 1.3 m at the upstream end and reduces linearly to 0.45 m…

A: Figure is as shown

Q: Two reservoirs are filled with kerosene, each having a cross-sectional area of 300 mm2. The…

A: Given Data Pa - Pb = 40 Pa Density of mercury = 13550 kg/m3 Density of kerosene = 814 kg/m3

Q: c) For the system shown in Figure 3.1, calculate (i) the volume flow rate of water from the nozzle…

A: To find (a)Q=? (b)Pa=?

Q: Home Work P.3.1 Two pipes A andB carrying water are connected by a connecting tube as shown in…

A: The figure is as shown

Q: cylindrical liquids, (s=1.05) respectively. An orifice 100 mm at the bottom with a discharge of…

Q: A Pipe carrying oil of specific gravity 0.92 changes in size from 250 mm at section 1 and 550 mm at…

A: Q=0.150m3/s D1=250mm D2=550mm Z1=0 Z2=4.2m

Q: Design a rapid mix tank for water at 50° F flowing at Q = 4.0 MGD for a typical process train in a…

Q: A 10-cm long horizontal nozzle is connected to a 5 cm diameter hose and converges to a 2 cm…

A: Given data in question Diameter of nozzle 5 cm End Diameter of hose 2 cm Length if nozzle 10 cm…

Q: flows through 0.1m he used

A: S = 0.85 Kinematic viscosity = 1.8 x 10-5 m2/sec Diameter of pipe = 0.1 m Discharge = 2 m3/sec…

Q: Oil flows through a 200 mm diameter horizontal cast iron pipe (friction factor f = 0.0225) of length…

A: Given data- Diameter D=200 mm =0.2 m, Friction factor f=0.0225, Length L=500 m, Flow Q=0.32 m3/s,…

Q: 2. A nozzle 3 m long has a diameter of 1.3 m at the upstream end and reduces linearly to 0.45 m…

A: As per Bartleby policy i can answer only one question at a time. Please upload other questions…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

Oil of specific gravity 0.85 flows freely from a tank through a 60
mm diameter pipe. The oil surface elevation is 4 meters above
the pipe. The total head loss between in the system is 2.0
meters. Determine the discharge in the pipe in liters per
second.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 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

determine the flow rate at pipe 1 and pipe 2 and pipe 3.please show your complete solution.
An oil of viscosity 8 poise flows between two parallel fixed plates which are kept at 60 mm distance. The pressure drop over the length of 150 cm is observed to be 4.5 kPa. The width of the plates is 0.2 m. The discharge of flow (in Ips) is [Assume laminar flow.]
2. Given the figure below, solve for flow rate in the venturi meter. (C = 0.984) 2 (ø - 250mm) 0.3m oil (as2) 0.8m - glycerin (1.86)
len3
A 12.5mm diameter orifice at the vertical side of the tank showed a discharge of 60 liters for every 85 seconds at a constant total producing head of 4.5m. Measurement of the jet showed that it travelled 2.4m horizontally while dropping 400mm. Determine the coefficient of discharge. A) No Answer among the choices В 0.612 C) 0.637 D 0.584 E 0.668
two vertical tanks, one with circular section 3.0m in diameter, the other square section 1.33 x 1.33m are connected by a short tube ( area is 0.725 sq. cm) near bottom.initially, the head of oil in the first tank is 4.0m, while in the second tank the head is 60m. After a quick opening of the tube valves, find the time for the oil surfaces to equalize. Assume the tube properties to be similar to that orifice, with c= 0.78
A sprinkler head has a discharge rate of 22.5 gal./min and a coefficient K = 5.65. What pressure is required at the sprinkler head?
A nozzle discharges water at a velocity of 20 m/s. If the head loss through the nozzle is 6 m, then the coefficient of velocity of this nozzle will be (a) 0.98 (b) 0.95 (c) 0.90 (d) 0.88
A municipality wants to determine the flow rate into the plant based on pipe size, elevation difference, and assumed roughness, for the water supply reservoir is shown in the figure below. The pipe is an old 4-inch diameter Cast Iron with a Hazen Roughness coefficient of 100 & 223 feet long. The difference in elevation is 62 feet. The pipe has a strainer at the entrance (k-1.9), a valve (k=8.6), a check valve (k = 2:7) and 3- 90° bends (k-0.83). The flow exits into a receiving pond at the WTP. Provide the flow rate in Gallons Minute. per WTP Az
Water flows through a concrete pipe 3 ft in diameter between reservoir A and reservoir B. The surface of reservoir A is at 800 ft while the surface of reservoir B is at 300 ft elevation. The length of the pipe is 1000 ft. Calculate: a. the head loss through the pipe b. the flow rate in the pipe
nat3