A pipe system takes water from a pool andcirculates it through a filter using a pump. Answerthe following assuming the pipe has a relativeroughness, €/D = 0.007, the diameter of thepipe is D2.33 [cm], the total length of pipe is=L = 95 [m], and the loss coefficients areKelbow1.5, Kent 0.8, Kexit1,ent =Kvalve=-= 9.8, and K filter = 20.The pump that is attached has a linearmanufacturer's curve of:hpump==-114Q + 30.5What will be the velocity of the water in the pipe?KelbowFilterKfilter10Kvalve[m/s]Kexit10%Pump100%KexitSubmit

Diameter of pipe = 2.33 cm L= 95m Loss coefficients :- Kelbow= 1.5, Kent= 0.8, Kexit= 1, Kvalve= 9.8…

A pipe system takes water from a pool and circulates it through a filter using a pump. Answer the following assuming the pipe has a relative roughness, €/D = 0.007, the diameter of the pipe is D = 2.33 [cm], the total length of pipe is L = 95 [m], and the loss coefficients are Kelbow Kvalve = 9.8, and K filter 20. 1.5, Kent = 0.8, Kexit = 1, The pump that is attached has a linear manufacturer's curve of: hpump = -114Q + 30.5 What will be the velocity of the water in the pipe? Kelbow Filter Kfilter Kexit Kvalve [m/s] Pump 10 10% 100% A Kexit Submit

A pipe system takes water from a pool and circulates it through a filter using a pump. Answer the following assuming the pipe has a relative roughness, €/D = 0.007, the diameter of the pipe is D = 2.33 [cm], the total length of pipe is L = 95 [m], and the loss coefficients are Kelbow Kvalve = 9.8, and K filter 20. 1.5, Kent = 0.8, Kexit = 1, The pump that is attached has a linear manufacturer's curve of: hpump = -114Q + 30.5 What will be the velocity of the water in the pipe? Kelbow Filter Kfilter Kexit Kvalve [m/s] Pump 10 10% 100% A Kexit Submit

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: Vater (T = 20°C) flows at a rate of 0.05 m³/s in a 20-cm asphalted ast iron pipe. What is the head…

A: - Temperature of water at inlet (T1) = 200C- Flow rate = 0.05m3/S- Iron pipe diameter (D) = 0.2m-…

Q: Water flows through a sand filter. The soil mass's cross-sectional area and length are 2900 cm² and…

Q: Water at flows in the system shown. The density of the water is 1.94 slugs/ft', and the viscosity is…

Q: a. Draw the hyetograph of this storm. b. Draw the standard infiltration curve (Using Horton's…

Q: Problem: Three pipes of different length and diameters connected in series as shown discharges 160…

Q: Referring to the figure above, estimate the equivalent hydraulic conductivity for flow in the…

Q: 1) II) Find the depth D, in which the wood will be submerged. Is the wood cylinder stable? Show your…

Q: In a furrow irrigation system, the following information is giv . • Length of a furrow = 200 m

A: Given:- length of furrow=200m Inflow=1.5l/s To find:- Irrigation time

Q: Use the constant head permeability to find (K) in diameter cylinder 65 mm ,the length= 45 mm , AH=12…

A: Given-discharge=22cm3/dayConstant head causing flow=12mm=1.2cmlength=45mm=4.5cmDiamter =6.5cm

Q: In a furrow irrigation system, the following information is given • Length of a furrow = 200 m . •…

A: l = 200m Q = 1.5l/s w = 80cm d = 100mm It has been asked in the question to determine the irrigation…

Q: the coefficient of permeability = k = 5x103 cm/sec, determine the following:

Q: The moisture condition of a catchment soil previous a storm is known. Its infiltration capacity fp…

A: Given equation is as follows: fp=0.5+1.2e-0.5twhere,t is in hoursfp is in cm/hr

Q: You are in charge of evaluating a segment of aqueduct pipe (diameter: 30cm). You know that pt. A has…

A: Diameter = 0.3 m PA = 500 kPa LAB = 100 m QAB = 175 L/s = 0.175 m3/s C = 100 Find: (a) Head lost…

Q: a) Total head (m) at point a, b, c, d, e, and f. b) Uplift pressure (or water pressure, kPa) at…

Q: From the given figure. From the e-log p plot, two points were given. p1 = 80 kPa e1 = 0.60 p2 = 150…

A: Given, P1=80 kpa ρ1=0.60 P2=150kpa ρ2=0.40To calculate:- Liquid limit ωL=?

Q: A circular sewer flowing full to carry a sewage discharge of 0.864 m3/s at a slope of 10 in 20000.…

Q: Water flows along the drainage canal having the properties as shown below. S, = 1 ft/500 ft.…

Q: The pipe diameter is 800mm. The ultrasonic measurements recorded are: • Pipe centerline velocity =…

Q: The DO of a river is 5.9 mg/L just downstream from a wastewater outfall. The mix of river and…

Q: The sludge hopper of a sedimentation tank is approximated as a truncated square prism provided with…

A: Solution: Orfice daimeter=100 mm=0.1 mCd=0.62 As per Diagram

Q: Hydraulics 6. Determine the Reynolds number of a 0.40 cubic meter per second oil of Gs=0.80 and an…

A: GIVEN DATA:- FLOW RATE =0.40 M3/S SPECIFIC GRAVITY OF OIL=0.80 ABSOLUTE VISCOSITY OF OIL=0.025 PA-S…

Q: 4. The sketch below shows streams in and out of a primary clarifier in a wastewater treatment plant.…

Q: Q4-The followings data relate to a pump-out test: Diameter of well = 24 cm Thickness of confined…

Q: I needed help with part b

Q: A sketch of a transformed flow net in x-direction under a dam is shown in Figure, the soil has K=…

Q: The rectangular channel is 2 m wide, and the depth of the water is y₁ = 1.6 m as it flows with an…

Q: State the assumption in Dupuiť's solution. Show that using this assumption, Casagrande's confocal…

A: Introduction- About engineering piqued his interest in economics, which he self-taught. His 1844…

Q: If the head loss in an 8 km long cast iron pipe carrying water at a rate of 1.42 m^3/s is not to…

Q: (ii) For the rectangular septic tank in (i) above, prove or show that the efficiency of particle…

Q: Q1. An oil flows through 50.0 m of cast iron pipe having a diameter of 0.25 m. If the volumetric…

A: Length of pipe = 50 mdiameter = 0.25 mVolumetric flow = 0.4 m3/secKinematic viscosity = 0.1210-2…

Q: 1=10 ft, and 3X104 ft/sec. LI

A: data provided α= 35°=βα=40°=αL1=57 ftH = 7ftH1 =10ft k =3×10-4ft/secusing casagrande's…

Q: a. Find Q in [cfs] b. Draw the EGL and HGL for the system. Be precise when drawing so your graphs…

A: Elevation of Reservoir A= 120 ft Elevation of Reservoir B= 100 ft Pipe length of reservoir A=12800…

Q: The infiltration capacity in basin is represented by Horton's equation as fp=5.0 + e-St where fp is…

Q: During the Storm sewer system (design for sewer pipes) shown in the figure 1 below using rational…

A: Given, Intensity I=20.2td0.52 Manning's n = 0.012

Q: Compute ØM, for the section shown below if fy = 414 MPa, f' = 34 MPa, b = 300mm h = 900mm, and d =…

A: A concrete beam is intended to withstand forces such as shear, moment, torsion, and other twisting…

Q: In a drainage system, drainage spacing is 50 m and depth of the impermeable layer below drain level…

A: discharge Q = kiA where k is hydraulic conductivity i is hydraulic gradient = (h2 - h1)/L here h2…

Q: Q6/ The flow net constructed for the dam is shown in the figure below. For the soil under the dam,…

A: “Since you have posted a question with multiple sub parts, we will provide the solution only to the…

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 pipe system takes water from a pool and
circulates it through a filter using a pump. Answer
the following assuming the pipe has a relative
roughness, €/D = 0.007, the diameter of the
pipe is D
2.33 [cm], the total length of pipe is
=
L = 95 [m], and the loss coefficients are
Kelbow
1.5, Kent 0.8, Kexit
1,
ent =
Kvalve
=
-
= 9.8, and K filter = 20.
The pump that is attached has a linear
manufacturer's curve of:
hpump
=
=
-114Q + 30.5
What will be the velocity of the water in the pipe?
Kelbow
Filter
Kfilter
10
Kvalve
[m/s]
Kexit
10%
Pump
100%
Kexit
Submit

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: Given Data

Step 2: Solution

Step 3: Solution

Solution

Trending now

This is a popular solution!

Step by step

Solved in 4 steps

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(b) Water (density,p = 1000 kg/m^3) is flowing in a straight new cast iron pipe of 100 mm diameter and its length is 520 m. The flow velocity is 2.5 m/s. Given the friction factor is 0.0066 and the dynamic viscosity is 8.9x10^−4 Pa.s. Calculate the Reynolds number (determine the state of flow) and the friction head loss using the Darcy-Weisbach formula.
Determine the elevation difference, Ah, between the water levels in the two open tanks shown in the figure below. Assume SG = 0.89. 1m Ah = SG. Water 0.4 m ↑ V 3 Ah
Q:/Gage A shown in Figure No (2) reads 4 (Bar). Find the reading of Gage B. If the value of PA is not equal to the value of PB. Mention the REASON. 1m P.=150 (KN/m²) compressed air h water PA PB 1.2m Mercury A Fig.(2)
Determine the elevation difference, Ah, between the water levels in the two open tanks shown in the figure below. Assume SG = 0.92. Δη= m 1m SG. Water 0.4 m ↑ Ah
Assuming the data given in the following table, calculate turbulence effect in horizontal well for reservoir permeability K= 5 md. Pe 2500 psi μ Z m(p) (psia) (cp) Pwf 1500 psi 0 re 3000 ft 14.7 0.998 0.0127 1.70E+04 0.3 ft 400 0.960 0.0130 1.28E+07 h 100 ft 8,00 0.925 0.0135 5.13E+07 1,200 0.895 0.0143 1.14E+08 L 1500 ft T 150 F 10 % 1,600 0.873 0.0152 2.00E+08 2,000 0.860 0.0162 3.06E+08 2,250 0.856 0.0169 3.81E+08 2,500 0.857 0.0177 4.61E+08 2,750 0.860 0.0185 5.45E+08 3,000 0.867 0.0193 6.33E+08 0.02 CP 0.92 0.75 3,150 0.872 0.0197 6.87E+08 1 Ф H Z Yg Well Skin
C3. Provide solution using the Moody diagram Oil (RD 0.8) with viscosity 0.06 Pa.s flows in a cast iron pipe of length 100m and diameter 120mm. Relative roughness = 0.0031 1. Determine the head loss when the velocity is: 3.2 m/s 2. Discuss and agree upon how could the head loss be reduced. Write your conclusions.
Please help.
Q. Determine the kinematic viscosity at the average temperature and determine the Reynolds number and type of flow using the data shown below and table values: Data obatined from a Reynolds Number test: Water temperature at the beginning of the experiment = 25 oC Water temperature at the end of the experiment = 30 oC The Volume of water collected in 25 seconds = 240 ml Pipe diameter, d= 10 mm. (use eq'n reynold's number, Re = VD/v
Direction: Choose A- When both statements are true; B - When both statements are false; C- When the first statement is true and the second statement is false; D-When the first statement is false and the second statement is true. Da Based on the figure above, First Statement: The aquifer is an unconfined aquifer because of the presence of aquiclude. Second Statement: The direction of groundwater flow is from A to B. B Oc