The parallel galvanized-iron pipe system delivers water with a total flow rate of 0.036 m3/s. If the pump is wide open and not running, with a loss coefficient K = 1.5, determine the flow rate in each pipe. Use f1 = 0.0264 and f2 = 0.0282. Choices:

The parallel galvanized-iron pipe system delivers water with a total flow rate of 0.036 m3/s. If the pump is wide open and not running, with a loss coefficient K = 1.5, determine the flow rate in each pipe. Use f1 = 0.0264 and f2 = 0.0282. Choices:

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: J A pump that creating pressure difference between the intake and discharge point. a. Dynamic pump…

A: As per our guidelines we are supposed to answer only one question. Answer :- b. Pressure Pump

Q: solution and diagrams

Q: A schematic of the branched pipes is shown in Figure 3. Unit 1 requires a pump placed in line to…

Q: Water is drawn into the pump, such that the pressure at ne inlet A is -25 kPa and the pressure at B…

A: Given data :Pressure at point A and B is PA=-25kPA, PB=160kPaDischarge Q=0.08cumech=2m

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

Q: 1,=0.018 O a, 6cm, 1000m M 8 em, 800m =0.020

Q: The three-tanks system in figure are interconnected as shown. Compute the flowrate in each pipe,…

A: Solution: Given Data: Pipe length:L1=2000 m f1=0.013L2=2300 mf2=0.020L3=2500 mf3=0.023Pipe…

Q: Question: A stream with a flow rate of Q = 8 m3 /s is passed through the turbine by means of a…

A: Solution: Given Data: Q=8 m3/s V1=4 m/s V2=1 m/s

Q: 3. Oil with sg = 0.86 is being pumped from a reservoir as shown. The pressure at point 1 to point 2…

Q: Determine the discharge in liters/s of a new 1.0 m diameter cast iron pipe if the friction loss is…

A: Diameter, D = 1m Friction loss = 10 kPa Length, L = 100 m Specific gravity, S = 0.912 kinematic…

Q: Válvula de globo abierta 50% de 4 in Elev=140 ft Codo regular de 90° de 4 in Elev=40 ft Codo Tubería…

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 centrifugal pump blades are 20 mm in depth at the outlet. The impeller is 250 mm in diameter and…

A: A centrifugal pump's impeller features backward-facing blades that are angled at 30 degrees to the…

Q: The turbine shown in the figure below develops 106 hp when the flowrate of water is 26 ft³/s. If all…

A: P=106hp Q=26ft3/s To find h ∆P Q

Q: Three pipes of different lengths and diameters connected in series discharge 160 liters/s. If the f…

Q: Problem 3. A 30 cm pipe is connected by a reducer to a 10 cm pipe. Points 1 and 2 are at the same…

Q: El. 200 mA A Res. H-W Pipe B Pipe E pipec → Negleet minor losses → Pipes B, C, and E are all have: L…

A: Vc = 5m/s

Q: Two homogeneous pumps runs at a same speed of 500 rpm. Pump A has diameter 50 cm and discharges 0.6…

A: Given- Same speed=500 rpm Diameter=50 cm discharge=0.6 m3/s, Net head=50 m, Pump B discharge=0.3…

Q: H.W.: In the figure shown, the flow rate is 0.05 m's, determine: (a) pressure at A and B, (b) the…

A: Consider the free body diagram of given tank and pipeline system with machine as shown below. Flow…

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: A liquid (SG = 0.920) is being pumped from a reservoir as shown. The pressures at point %3D 1 and 2…

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: // Find the total head loss of water moving in the pipe shown in figure below. The pipe is…

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: 1. Kerosene (p = 804 kg/m³ ; µ = 1.92x10-3 kg/m-s) is pumped at 0.15 m³/s through 20 km of…

A: Calculate the head loss and the pressure drop through the pipe.

Q: Water flows from the ground floor to the third floor in a 4-storey building through a pipe 50 mm in…

A: Discharge, Q=2 L/s Diameter of the pipe, D=50 mm Roughness coefficient, k=0.03 mm Opening diameter…

Q: Q2: For the system shown below, find the minimum flow rate of the jet from the orifice at the end of…

Q: Oil (SG = 0.86) is passing through a horizontal pipe whose diameter increases from 150mm diameter at…

Q: The figure shows a portion of a hydraulic circuit. The pressure at point B must be 250psig. When the…

A: Given data: Pressure at point B, PB=200 psig Volume flow rate, Q=80galmin Specific gravity…

Q: Oricul Q3: Three pipes (A, B and C) are interconnected as shown in figure (3). Determine the flow…

Q: ELEV. 130m 2 B L = 1000m D = 200mm f = 0.023 L = 1500m D = 250mm L = 300m ELEV. = 40m f = 0.02 D =…

Q: A flocculation tank with a discharge of 50,000 m³/day and alum dosage is 50 mg/1, Gt=4*104 at a…

A: Answer (1) To design the flocculation tank we need to find depth,width and length of tank Volume of…

Q: Analyze the hydraulic system diagram below and determine the power required for the pump, so that…

A: Given- Δy=30 cmt = 5 sd = 18 mm D = 70 mmhL= 3.0 m²/s²ρ = 881.1 kg / m³g = 9.81 m / s²

Q: The 600 mm pipe shown conducts water from reservoir A to a pressure turbine, which discharges…

A: Head lost from A to 1 = 5 x velocity head in pipeHead lost from 2 to B = 0.2 x velocity head in…

Q: Fig. 2. Assume constar factors, with f = 0.018. The head-discharge relation for the pump is Hp =…

Q: Calculate the flow rate in pipes BD and CD for the figure shown. B 25 L/s k4 = 2 k1 = 1 A 75 L/s II…

A: Given data in question Entry and exit flow Constant flow per pipe To find out Flow in BD and CD…

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

Q: Two pipes 1 and 2 are connected in series. Pipe 1 is 200 mm in diameter and 300 m long while pipe 2…

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

A: We have to find the value of flow distribution and the piezometric head at the junction j according…

Question

The parallel galvanized-iron pipe system delivers water with a total flow rate of 0.036 m³/s. If the pump is wide open and not running, with a loss coefficient K = 1.5, determine the flow rate in each pipe. Use f₁= 0.0264 and f₂= 0.0282.

Choices:

Q₁= 0.013 m³/s and Q₂ = 0.023 m³/s

Q₁= 0.023 m³/s and Q₂ = 0.013 m³/s

Q₁= 0.021 m³/s and Q₂ = 0.015 m³/s

Q₁= 0.015 m³/s and Q₂ = 0.021 m³/s

None of the choices

L = 60 m, D¡ = 5 cm
Pump
Q = 0.036 m³/s
L2 = 55 m, D2 = 4 cm

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 1 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

A roof tank supplies water as shown in Figure 1. Calculate the minimum height (H) in metre required to maintain a 1.5 m head pressure and 1.0 l/s flow rate at the point of discharge. Given the following data: G.I. pipe diameter d = 25 mm Friction factor f = 0.009 Loss coefficient: ki = 0.2 k2 = 10 Gate Valve Globe Valve Elbow k3 = 2 k4 = 0.5 k5 = 20 Entrance loss at tank Water meter 116 FIGUEE I I un lom'
If the flow between the two reservoirs is 3 L/s, calculate the difference in elevation between the water surface. Both pipes are made of stainless steel. Use a value of 1 x 10-6 m²/s for the kinematic viscosity of water. D = 50 mm L = 6 m D = 25 mm L = 6 m 2
A centrifugal pump with an overall efficiency of 0.56 rotates at 1650 rpm. The flow is purely radial at the inlet of the rotor. The pump has the following characteristics: Flow rate Q = 72 L/s Inlet diameter D1 = 90 mm Outlet diameter D2 = 280 mm Head H = 25m Width at the inlet b1 =20 mm Width at the outlet b2 = 18 mm Leakage q = 2 L/s Mechanical loss Pm = 1.41 kW Blade angle at the outlet β2 = 35 ͦ The water density =998 kg/m^3,Atmospheric pressure 101 kPa a) Determine the hydraulic, mechanical and volumetric efficiencies. b)Determine the minimum number of blades required for the slip to not exceed 0.9. c)Determine the static pressure difference (P2-P1) through the impeller by using Bernoulli equation. d) Determine the available NPSH if the pump is placed 2m above the free surface of the tank and the vapor pressure is ?=2.43 ???.
Read the question carefully and give me right solution according to the question
Plz write neat
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.
Please answer, hydraulics. Thanks
Determine the flow distribution of water in the system shown in Figure below. Assume constant friction factors, with f= 0.03. The head-discharge for the pump is Hp = 70 m el 50 m Pipe L (m) D (mm) ΣΚ el 48 m 1 100 750 850 350 200 200 [2] [4] 3 el 0m [5] 4 500 200 350 250 [1] [3]
Q4: The pump shown in figure (2) adds 25 kW to the water and causes a flow rate of 0.04 m³/s. Determine the flow rate expected if the pump is removed from the system. Assume f= 0.016 for both case and neglect minor losses. 40-mm-diameter nozzle (2) 60-mm-diameter, 30-m-long pipe; f = 0.016 Pump T h (1) Fig. (2)