Answered: A 1 m diameter new cast iron pipe 800 m…

A 1 m diameter new cast iron pipe 800 m long and had a head loss of 1.11 m Find the discharge in Lit:sec if C=130 Please help. Show complete solution and avoid truncation. Thank you

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: Question 1 a) List out 3 devices to measure hydrostatic pressure. Explain how U-tube manometer can…

A: Hydrostatic pressure- It is defined as the pressure in which exerted by a fluid at rest due to the…

Q: Figure Q4 shows there are two sections of pipes in the system, which are 38m long of 5 cm diameter…

A: Given, L1 = 38 m L2 = 45 m D1 = 5 cm or 0.05 m D2 = 15 cm or 0.15 m \ Q = 0.005 m3/s

Q: A B 3. Pipe no. Diameter (mm) Length (m) Friction factor Q (1/s) 1 75 120 0.018 15 l/s 2 100 150…

Q: without rupturing. Determine the maximum length, 1, allowed if the roughn 00015 ft and the flowrate…

Q: A pump is used to draw water from an open reservoir to an open tank on the top of a building. The…

A: Given, Flow rate (Q) = 50 L/s or 0.05 m3/s Static head (Hs) = 6 m Static discharge head (Hsd) = 20…

Q: A 12-in. pipe is connected by a reducer to a 4-in pipe. Points 1 and 2 are at the same elevation.…

Q: •.. 300 mm H20 150 mmg 425mm CHg C13-6) A 150mm diameter venturi meter is installed in a 300mm…

A: Given data, Dia of pipe, d1=300 mm=0.3 mdia of throat, d2=150 mm=0.15 mmercury differential,x=425…

Q: Prove that if Qn represents normal discharge at a particular depth 'y' and Qe represents the…

Q: Question 1 a) List out 3 devices to measure hydrostatic pressure. Explain how U-tube manometer can…

A: Hydrostatic pressure is the pressure, due to the force of gravity, which is exerted by a fluid at…

Q: E A pump is installed in a pipeline of diameter of 0.2 m. Close to the pump gauges are installed on…

Q: ASAP. Please answer the question properly with a complete solution. A non-rigid steel pipe 70 cm in…

Q: A liquid whose specific gravity is 2.0, is flowing in a 150mm diameter pipe. The total head at a…

Q: For the pipe network shown below, estimate the diameter of pipe DE, knowing that the flow at A = 200…

A: Data given Find : Diameter of pipe ED

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: 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: Q2: An oil of Viscosity Co.15 pa.s) and specific gravity 0.9 is flows Throngh an inclined (300mm)…

A: The slope for constant pressure throughout the pipe is given by: sinθ=-32μVγD2 Where, V = Velocity…

Q: For the PVC pipes, find the flow rate of BC and BD, also find the elevation of the water surface of…

A: Given data in question PVC pipes whose f = 0.08 Lengths Diameter Elevations of reservoirs…

Q: 6. If the two reservoirs are kept at the same level, the head loss is a) Z1-Z2 b) Zero c) T2-T1 d)…

A: (b) is the correct answer When reservoirs are at same elevation their piezometric heads are same…

Q: For the system shown in the figure below, find the discharge in each pipe v-1.003-10 m³/s; 7-9810…

A: We know that friction factor is given by ; 1F = 2 log10 Re + 1.74 - For Pipe 1 : 1F1 = 2 log10 Re +…

Q: This is not an assignment question

A: GIVEN- γ1=10KN/m3γ2=20KN/m3H1=50cm=0.5mH2=10 cm =0.1mPB=?

Q: 450mm pipe is connected by a reducer to a 200mm pipe. Points 1 and 2 are at the same elevation. The…

Q: Q2: Find the diameter of the pipe 2 in the loop shown below which contains two pipes connected in…

A: ##Calculation of diameter of Pipe 2 using hazen Williams equation

Q: Ex Convert the piping system to an equivalent length of 6" pipe. Factors K Strainer B 12" Bends C, F…

Q: Water at 10°C flows through a branched pipe system as shown. Branch 1 is 400 m. long and branch 2 is…

A: Given Data: The data is given as: Diameter of pipe1(d1)=0.075mDiameter of pipe2(d2)=0.1mLength of…

Q: 4) Two tanks of liquid with v-1.02x10-6 ms are connected by two pipes in series as show in the…

A: Given: D1=0.305mD2=0.610mL1=610mL2=9140mE=0.0030ma=0.0566 m3/s To find: H

Q: A fire protection system is supplied from a water tower and standpipe 80ft tall. The longest pipe in…

A: Given that :

Q: A 5-m container having the dimensions 1.2x1.2 m² has a sharp-edge offic 100mm located at its side…

A: H = 3 m deepa = C = 0.60g = 9.81height of the vessel = 5 m orifice from below = 0.4 m

Q: z=0.2 m - Dow n 5) The pipe system is designed to deliver 4.24x104 m/s of water. There are minor…

A: Using Bernauli's equation one can get the solution for the given below: Elbow loss =kv22gInlet loss…

Q: 10. Two reservoirs have a difference of level of 6m and are connected by a pipeline which consists…

Q: Example: Find the velocity at the pipe center. water D- 0.0 (stag.)

A: given data: manometric difference (y) =1 inch

Q: Water at 25°C is pumped into the galvanized iron pipe branch consisting of two 50-mm-diameter pipes…

Q: If (H= 11m) Find the discharge through pipes 1,2 and3.(neglect minor losses) Pipe 1 :L=70m Pipe 2 :L…

Q: 27. Four pipes are connected in parallel. Their characteristics are as follows: Pipe no. Diameter…

Q: 150mm dia. 300mm dia. 800 mm Water Mercury (SG = 13.6) A vertical venturi meter 150mm diameter is…

A: Discharge can be calculated by ; Q=A1A2A12 - A222gh A1 = π4(D1)2 = π4(0.3)2 = 0.071m2 A1 = π4(D2)2…

Q: A pipe has a uniform diameter of 750 mm. The flow rate entering the pipe is 2.21 m^3/s. The exit…

Q: The system in Fig 2 pumps water from a lower reservoir to a higher reservoir. The pipe diameter is…

Q: find Q? and pressure at each pipe L. 7om dsolm LEioum dso es fzoul

A: Applying bernoulli's equation between tank 1 and tank 2P1pg+V12g+z1=P2pg+V22g+z2+hf eq…

Q: - Determine the total head loss hf from A to o in j the system shawn in the figure iF the discharge…

A: Given data:

Q: A 600m long pipe with a diameter of 600mm has a headloss of 1.20m. Detemine the following: a.)…

A: Given data- Length of pipe (L) = 600 m Dia of pipe (D) =600 mm = 0.6 m Headloss (hf) = 1.20 m

Q: 20:22 CE272-8-conserv... ■■ Turk Telekom Х 3/4 5 %71 Example 5.2 A circular pipe of radius R has a…

A: Step 1: Step 2: Step 3: Step 4:

Q: The discharge through a 180° bend of 50-cm dimeter is 2.5 m/sec. If the pressure at section 1 equals…

Concept explainers

Time and time related variables in engineering

Time is the event progression starting from past to present and then, future statistically. The time-related variable is any particular value in relation to time to assess its changes on a specified (XY) plane.

Question

A 1 m diameter new cast iron pipe 800 m long and had a head loss of 1.11 m Find the discharge in Lit:sec if C=130 Please help. Show complete solution and avoid truncation. Thank you

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Time and time related variables in engineering

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

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?
I need the answer as soon as possible
1. A pump station design fills a pressurized water tank by pumping water from a reservoir. The flow rate is 0.75 cfs. The pump is 10 feet above the reservoir, and the water tank is 100 ft above the pump. The pressure in the water tank is 10 psi. The suction and discharge lines are both (actual diameter) 6-inch Sch 40 steel (pipe roughness = 0.00015 ft). Use a kinematic viscosity of 1.21 x 10-5 ft²/s. Total pipe length is 200 ft. The suction line is 10 ft. You must account for friction loss, but you can neglect the minor losses. a. What is the head added by the pump in ft? b. What is the power added by the pump in HP (recall 1 HP = 550 ft*lb/s)? 110 ft 10 ft 0 ft
A pipe system has a discharge of 0.106 m'/s with n- 0.013. Length (m) Pipe Dia (mm0) 1 100 250 150 200 250 150
Select the proper-sized steel tube for a flow rate of 20 gpm and an operating pressure of 1.000 psi. The maximum recommended velocity is 20 ft/s and the factor of safety is 8. a) Material is SAE 1010 with a tensile strength of 55,000 psi b) Material is AISI 4130 with a tensile strength of 75,000 psi Show your work, and explain why you chose your option.
I need the answer as soon as possible
.Determine the minimum cylinder mass m1 required to cause loss of contact at A 30° 21/3 m. L/3 B m₁
i need the answer quickly
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?
Q2) Calculate The head loss due to friction in The Piping system shown below. The pipe is (150 mm) in diameter and C1som) Long, Passes aflow of Co.13 m/%s 1somm 3om 2.
Please help with solving A,B,C
1. Determine the minimum cylinder mass m1 required to cause loss of contact at A. 43 2 L/3 m 1/3 B m₁