CE336_HW#2_OCT04_2023

Like you, we deeply value honesty and integrity. Learn about our honor code. *Response times may vary by subject and question complexity. Median response time is 34 minutes for paid subscribers and may be longer for promotional offers. Povide solutions with complete illustrations Three reservoirs are connected in a common junction. Following are the pertinent information: Reservoir A: Elevation 90 m, 1800 m pipe with 400 mm diameter and f = 0.02Reservoir B: Elevation 50 m, 2000 m pipe with 500 mm diameter and f = 0.025Reservoir C: Elevation 10 m, 4000 m pipe with 800 mm diameter and f = 0.03 Determine the flow in each pipe.

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shot (50)png + Add to ASSIGNMENT 1 (page 7 of 11) A eduhub.buan.ac.bw/mod/quiz/attempt.php?attempt-24014&cmid%3D133698&page%3D6 Apps M Gmail YouTube Maps The truck shown below welghs 16 tonnes when empty. The truck has a capacity of 36 m volume for the crude oll. The specific gravity of the oil is 0.85. Calculate the total weight of the crude oil and this truck in Kg Crude Oil Answer Previous page Screenshot (5.. Screenshot (4..

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Note:- • Do not provide handwritten solution. Maintain accuracy and quality in your answer. Take care of plagiarism. • Answer completely. • You will get up vote for sure.

Please I need a solution of part B

5.) What is the hydraulic radius of a rectangular air duct 200 mm by 350 mm? Answer: 63.6mm Subject: fluid mechanic Lesson: *Conservation of Energy *Fluid Flow in Pipes

A) Perform an analysis of the stenosed artery (diameter D and length L)using the Bernoulli equation to determine an expression for the pressure drop across the segment of artery for a blood flow rate (Q). Create a well labelled diagram indicating the area of analysis and variable names and state all relevant assumptions made in your analysis. You snould assume that the stenosis creates a rapid narrowing of the artery, and that friction is not negligible. B) Explain how your analysis would change following insertion of the stent.

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Urgent Hello please answer this problem as soon as possible. Topic is 'Fluid flow measurement' in Hydraulics. I need correct answers with complete and step by step solution. Box the final answers. Do not shortcut your solution please. I will give an upvote if it satisfies. Thank you! Here is the problem: An orifice has a coefficient of discharge of 0.62 and a coefficient of contraction of 0.63. Determine the coefficient of velocity for the orifice.

I have tried by assuming Vdot value, Put value in 4equation  that I got, 1. Flow rate equation 2. Reynold number equation 3. Haaland's equation 4. H(available) = H(required)  I tried to solve it by iteration, However, I can't figure out, which value I could use with the iteration technique

Make an isometric drawing based on the flowchart of the figure, where: PSA GEN = Pressure Swing Adsorption Oxygen Generator (PSA) COMPs = Compressors POMPs = Pumps HEAT = Heat Exchanger PV = Flow Valves ST TANK = Storage Tank VENT = Vent DR = Drains PSV = Pressure Relief Valve In addition, what would be the possible problems that would require flexibility correction by adding expansion joints, spring supports, anchors and brackets?

Need only a handwritten solution only (not a typed one).

The depth of water behind the hoover dam is about 230m. calculate the water pressure of the base of dam.

I6 a) Determine the radial positions of a pitot tube for a 6-point traverse in a 0.3 m inner diameter pipe. Show your calculations.   b) If the fluid velocity measured at the pipe center is 0.3 m/s and yields a Reynolds number based on local velocity of 4000, what is the fluid cross-sectional average velocity in the pipe?   c) At what value of Re is the discharge coefficient of an orifice meter approximately independent of geometry and flow rate?

FLUID MECH Support your answer with the appropriate solution and diagram. 3. A rectangular raft made of solid timbers (s=0.60) is 3 m wide and 6 m long x 60 cm thick. A man weighing 800 N steps on the edge of the at the middle of one of the longitudinal sides. Determine by how much the thickness of the raft will be depressed below the water surface along the side in mm. A. 10 B. 20 C. 30 D. 40

INCLUDE DETAILED CALCULATION AND EXPLANATION Suppose you are a group of cadet engineers given by your department manager a “simple” task of choosing  an  appropriate  flow  meter  to  install  in  a  straight  horizontal  pipeline  of  the  given specifications:  Nominal diameter:   6 inches  Schedule Number:   40  Material of Construction: steel  Water is to flow through the pipeline within the range of 600 to 625 gal/min at a temperature of 27°C.   You have the following choices in terms of the flow meter:   [a] a venturi meter   [b] an orifice meter   [c] a rotameter   [d] a commercial flowmeter of your choice, other than the above-mentioned ones  Which would you recommend?  [1] Base your choice on the following criteria:   [1.a] pressure loss due to the presence of the flow meter   [1.b] relative cost (and ease) of installation   [1.c] relative cost of equipment   [1.d] ease of operation/use  [2] List necessary assumptions and certain specifications of the flowmeter which you have…

Given: A pipe connecting two reservoirs as shown in Fig. 1. Absolute roughness of both pipe sections is 0.5 mm. Calculate: a) Equivalent pipe loss coifficient b) Equivalent pipe length which can replace the secondary losses c) Discharge in the two pipes (ignore secondary losses) d) Equivalent pipe diameter required to replace the two pipes in series (Leq = 2500m) e) Sketch EGL ( solid line) and HGL (dash line) H= 50 m L = 1000 m 2000 m- %3D Water 20°C 70 m-t D= 200 mm Valve D =300 mm Figure 1 (Half closed)

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This is a gentle reminder that you need to adhere to the time limit There are 80 minutes allotted for Section B, which starts running from the time you commence solving this question Within an urban development near the city of Bankstown, Sydney (Latitude:-33.917290 , Longitude: 151.035889) a roadway gutter transports water over a distance of 120m to pit A. The ARI adopted for the design is 50 years (or AFP = 1/T x 100 - 2%) Question B.1 Calculate the discharge from the catchment to pit A. Show the workings on the graph and tables you download from the BOM. Hint: For entry to pit A full area coefficient - part area coefficient. Consider the time of concentration from the remote pavement to the gutter (this includes the grassed verge and asphalt paving) - 2 minutes Provide IFD's or Rainfall intensity tables, which are used and show the working on all tables, and graphs used. Figure 2.docx Question B.2. Provide an estimate of the roof and gutter time for the residential lots Question…

oblems: 1. A horizontal pipe, 1 ft. in diameter, tapers gradually to 8 in. in diameter. If the flow is 500 cu ft. of water per minute, what is the difference between the pressures at the two sections? Ans. PA - PB = 443.63lb per sq ft 2. Water flows through a horizontal pipe at a velocity of 50 ft. per sec. Owing to the pipe gradually expanding to a larger size, the velocity decreases to 35 ft. per sec. What is the difference between the pressures at two points, one in each size of pipe? Ans. Pg - PA = 1,236. 75 lb per sq ft

Please i want handwritten answer of the 5th question only otherwise skip and my personal request please accept this I want the same handwriting means try your best to do like this handwriting only if you did I'll rate with 2 ids my promise. I'm providing you my handwriting try to do it in that way only

4a) A Ship must discharge a total of 2200 cubic meters Sea water ballast Within 6 hours. Using S SNAME reccomended fluid Velocity, size and Select the appropriate scha 40 Steel pipe. What is the actual velocity? total head is 6) Calculate the power to drive the ballast pump in part a) if the 65m. What power would be required the ship was in fresh water? (Sea water SG: 1.025, freshwater : 17 1)

Water flows through a horizontal pipe of cross sectional of 20 cm2. Atone section, the cross sectional area is 4 cm2. the pressure difference is29.4 psi. How many cubic meters of water will flow out of the pipe in 1min? (can you show the diagram or illustration if possible. thank you!) Choices: a. 0.008 b. 1.208 c. 0.493 d. 0.0185

Problem 5: Pipe Flow A 10,000 ft P BC 20,000 ft D This semester we worked through several versions of the pipe flow problem sketched above, in which a 3.0 ft diameter pipe is used to convey water from reservoir A (surface elevation 80 ft) to reservoir D (surface elevation 90 ft). In week 14, we considered a specific example with a cast iron pipe (A = 0.00085 ft), flow rate of Q=40 ft³/s, and average velocity of V = 5.66 ft/s. For these conditions, the friction factor was λ = 0.015 and the pump added 86 ft of head. Assume the water temperature is always 60°F. Part A Assuming the pump is 75% efficient and electricity costs 10e/kW.hr, how much will it cost to run this pump for a year? Hint, 1 kW hr = (1000 watts) (1 hr) = (1000 J/s)(3600 s) = 3.6x106 J. Part B Now let us assume we need to double the discharge to Q = 80 ft³/s, but unlike the example in week 13, we are not going to make the false assumption that the friction factor λ is constant. You may, however, assume that the roughness…

An industrial process requires water to be pumped from one tank to another. The extraction point is 6.0 m below the delivery point, and the total run of pipe is 50 m. The pipe connecting the two tanks is a 5 inch nominal diameter schedule 40 steel pipe. You may ignore minor losses. Two different suppliers offer you pumps A and B (their performance curves are shown above). a) Which pump will you selectb) Motivate your selection in (a)c) Determine the volume flow rate in m3/h d) What is the power consumption (in kW) of the motor required to drive this pump (you may ignore the reactive power of the motor)

Looking for the calculations / unit analysis for ... 1.) Inlet Potential Energy 2.) Outlet Potential Energy 3.) Pump Energy (Ep) 4.) Friction Loss in (1" dia pipe)   Thanks