Determine the flow distribution of water
Q: A simple circular horizontal curve has a radius of 5200 ft and an intersection angle 35°. The statio...
A:
Q: A solid steel circular shaft is required to carry a torque of 40 kNm and a bending moment of 20 kNm....
A:
Q: 00 mm thick is cast monolithically with beams 250 mm wide on centers, on simple supports over a span...
A: According to given data Floor slab 100 mm thick casted monolithicallywith beams 250 mm wide and 450...
Q: A 5-kg piston moves along an oil-lubricated cylinder as shown in the figure. The diameter of the pis...
A:
Q: Find the moment capacity with the given concrete beam cross section.
A:
Q: 35 Determine the tensile steel strain (in 5 decimal places) compatible with concrete strain of 0.00...
A: Solution: Tensile steel reinforcement strain = 0.87x420/(2x105)+0.002 ε = 0.00382
Q: 1. Draw the moment diagram for girder PQRST and column BGLQ of the building frame. All columns have ...
A: As per rule I can only answer Question 1.
Q: Jonce the JundDie. Exampie o.15. Design a doudie angie tension member carrying axial tensile force o...
A:
Q: A W8x35 with Fy = 345 MPa is used as a compression member pinned at the bottom, fixed at the top. ...
A: Given, W8 x 35 rx = 89.15 mm ry = 51.56 mm
Q: A factory is constructed at a 1st cost of P 8,000,000 and with an estimated salvage value of P 200,0...
A: given data 1st cost of P 8,000,000 estimated salvage value of P 200,000 t=25 years we have to Find...
Q: hected on both legs with 12 mm diameter bolts. Given that s = 50 mm
A: consider figure for solution
Q: A square footing 2.1 m x 0.31 m thick supports a 300 mm square column at its center. Column loads ar...
A:
Q: Determine the tensile steel strain (in 5 decimal places) compatible with concrete strain of 0.003 fo...
A: We have to find tensile strain compatible with concrete strain...
Q: Problem Solving You are to design the concrete mix proportion for concrete foundations (single footi...
A:
Q: Example 5.23 Two 30 cm wells completely penetrate an artesian aquifer of thickness 15 m and are spac...
A:
Q: A W12x79 of A573 Grade 60 (Fy = 415 MPa) steel is used as a compression member. It is 7.8 m long, f...
A:
Q: Beam PORS as in Figure Q1 is pin connected at P and S. (a) Develop the shear force (V) and bending m...
A:
Q: A simply supported beam AB of length į carries a gradually varying load with zero at Band w per unit...
A:
Q: A spar buoy is a buoyant rod weighted to float and protrude vertically. Suppose that the buoy is mad...
A: To find the angle (theata)-
Q: The beam ABC shown in given figure is horizontal. The distance to the point of contraflexure from th...
A: Given data, The distance to the point of contra flexure from the fixed end A
Q: Q4 For the simply supported beam shown in Figure below, design the cross section against the maximum...
A: Given, Width B=300 mm Compressive strenght fc=10 MPa Yeilding stresfs=140 MPan=10Load =40 KN
Q: Solve using DOUBLE INTEGRATION METHOD. GIVEN: W= 215N/m a = 5m EI is constant A. Draw the s...
A: Uniformly distributed load on the (W) = 215 N/m Dimension (a) = 5 m EI is constant.
Q: Determine the head (in meters) on a 25 degrees V-notch weir for a discharge of 310 L/s. use Cd 0.902...
A: Given data : Coefficient of discharge Cd=0.902 The value of discharge Q=310 l/s Angle of V notch θ=2...
Q: A truck and trailer combination crossing a 10m simply supported span has axle loads of 0.8X, Y, and ...
A: Rolling loads are those loads, which roll over the given structural element from one end to the othe...
Q: The dimensions of a rectangular beam are limited to b = 300 mm and effective depth, d = 700 mm. Usin...
A:
Q: A T-shaped built up steel beam is composed of 150 mm x 11 mm flange plate at top and a vertical web ...
A:
Q: 100 units of prefabricated blocks with dimensions of 2.00 m x 0.9 m x 0.2 m will be stored on a site...
A:
Q: 11. Which IS codes gives details about elevators? A. O IS 27752 B. O IS 38665 C. O IS 14665 D. O IS ...
A: IS code that gives details about elevators
Q: shear strength (kN) of 10-mm-dia.
A:
Q: B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume...
A: Given data
Q: Given the pump curve below, what will be the flow rate and head added for three of these pumps is op...
A: To determine the flow rate and head added by a combination of three similar pumps in parallel. Fro...
Q: Concrete is the second most used material on earth next to water and it is approximately 80% aggrega...
A: Concrete is a composite material with a combination of cement, fine aggregate, coarse aggregate, adm...
Q: Question 34 A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-dia...
A:
Q: A solid steel column has diameter of 0.200 m and height of 2500 mm. Given that the density of steel ...
A: To determine: mass of the steel column weight of the steel column Given, Diameter of the column ...
Q: +4% grade meets a -5% grade at sta 50+00. Using a 600 ft equal-tangent vertical curve, what is most ...
A:
Q: DEPARTURE LATITUDE AZIMUYH FROM NORTH COURSE LENGTH +E - W +N -S 5.53 0°50' 296°06' 205 54' 135 20' ...
A:
Q: Compare and analyze plotting in Model space and in Layout Tabs. What are their advantages and disadv...
A: every drawing in AutoCAD is having two-part both model space and layout tabs. By default we work on ...
Q: s used as a tension member connected on both legs with 22 mm diameter bolts. Given that s = 50 mm, ...
A: Given:- Ag = 1,852 mm2 t = 8 mm s = 50 mm, 22 mm diameter bolts To find:- Design strength (kN)
Q: 5. What is the critical path of the fragment below? (Choose a, b, c, or d) B (3) (2) A (1) (4) a) A-...
A:
Q: A W8x35 with Fy = 345 MPa is used as a compression member pinned at the bottom, fixed at the top. ...
A:
Q: A rectangular section is limited to a size of b = 350 mm and d = 630 mm to carry a dead load moment ...
A:
Q: Three standard mortar cubes were made using nonpotable water available at the job site, and three ot...
A: Standard Requirements of ASTM for adding water in concrete are as follow ; - Average compressive str...
Q: Determine if W44x285 (A992) section is Compact, Non-Compact or Slender. Show neat handwriting and co...
A:
Q: Q2: Determine the magnitude and direction of the friction force which the inclined plane exerts on t...
A: Please refer the attached image for complete solution. THANK YOU !
Q: 4. A falling head test was performed on the setup shown below. The water reservoir connected to the ...
A: Given, h1=80 cmafter T= 25 minsh2=50 cm
Q: 300 kN 50 kN/m 6.0 m 3.0 m El is constant
A:
Q: For a wastewater sample, the three-day biochemical oxygen demand at incubation temperature of 20°C (...
A:
Q: If you wanted to improve the P availability of your garden soil by adding organic material, would yo...
A: I'm not sure about your Symbol P but if it is regarding garden soil it must be phosphorus content. S...
Q: 5 kN A B C o D E H Fo |G -a.
A:
Q: calculate Ix and Iy of the built-up steel members shown.
A:
![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]](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c7d0f19-d1ad-42dd-bcc1-081ec568a740%2Fef0a6b34-50d3-4376-a68b-a40b2fbcaabe%2Fwg29j8_processed.jpeg&w=3840&q=75)
Step by step
Solved in 2 steps with 2 images
- Plz, solve the parts of this question. Hydraulics. My Reg.No: 5395 Question # 02:a). The flow rate in a long rectangular channel (n = 0.014) is equal to the last three digits of your registration number in cubic feet per second. The channel is 12ft wide and there is an abrupt change in slope from 0.0019 to 0.018. PLOT a figure showing normal depths, critical depths and water surface profiles? b).Using Rayleigh’s procedure, PRODUCE an expression for the discharge over a spillway (Q) which is a function of head above spillway (H), height of spillway (h), velocity of flow (V) and acceleration due to gravity (g)?A reservoir A with elevation 30m connected with a pump to rise the water into two reservoirs B and C 90m and 60 m respectively the amount of flow from J to B is equal 0.11 m/sec use the following data to determine the flow in each pipe and the power of the pump: LAJ 450 m, DaJ = 300 mm, LJB= 300 m, DJB = 200 m, Q JB = 0. m'/sec, LJc 600, D Jc = 150 mm,f (all Pipes) 0.021. Compute the head loss in a pipe with diameter 300 mm for a length of 15,000 meters and carrying a flow of 0.097, if f=0.02. (Hint: Use h=(0.0826fL(Q^2))/(D^5)
- 5.10 The water is supplied at the rate of 3 m3 per minute from a height of 4 m to a hydraulic ram, which raises 0.3 m3/minute to a height of 30 m from the ram. The length and diameter of the delivery pipe is 100 m and 70 mm respectively. Determine the D' Aubuisson's efficiency of the hydraulic ram if the co-efficiency of friction f = .009.P3: A preliminary design of a reservoir is shown inFigure.Draw the flow-net.Calculate the flow rate.How much water will flow in a day from the upstream to the downstream side.Calculate the porewater pressure at A.Water flows in a 3.0-m wide rectangular channel at Q = 20 m3/s and d1 = 1.5 m. If the flowundergoes a hydraulic jump, calculate:a) depth after the jump, d2;b) velocity before and after the jump;c) Froude number after the jump Fr2;d) head loss, hL and percent dissipation of energy.
- Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3connected in series with length of 170 m, 300 m, 210 m respectively. Thedifferent in water surface levels in two reservoirs is 12 m. The friction coefficientfor pipe 1, pipe 2 and pipe 3 are 0.0052, 0.005 and 0.0048 respectively. Based onTable 2 and the setting given, determine the flowrate of the flow if the entranceloss coefficient is 0.25 considering :(i) minor losses; and(ii) neglecting minor losses pipe 1 =230(mm) Pipe 2 =330(mm) Pipe 3 = 430(mm)Water at 15°C (? = 999.1 kg/m3 and ? = 1.138 × 10−3 kg/m·s) is flowing steadily in a 30-m-long and 6-cm-diameter horizontal pipe made of stainless steel at a rate of 10 L/s. Determine (a) the pressure drop, (b) the head loss, and (c) the pumping power requirement to overcome this pressure drop.Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and friction factor for all pipes is 0.02.
- Water flows through a set of pipes from a reservoir to the point of use, 12.5 m below thewater surface of the reservoir. The first pipe has a diameter and length of 125 mm and 20 mrespectively. The second pipe has a diameter of 175 mm. Determine the length of the secondpipe if a flow rate of 0.065 m3/s is required at the outlet of the second pipe. The first pipehas a friction coefficient of 0.008 (Darcy) and the second pipe has a friction coefficient of0.005 (Darcy). Consider all losses.A pipe system, connecting two reservoirs whose difference in water surface elevation is h= 43 m, consists of 524 m of 830 mm diameter pipe (pipe 1), branching into 687 m of 448 mm diameter pipe (pipe 2) and 697 m of 510 mm diameter pipe (pipe 3) in parallel, which join again to a single 629 mm diameter line 1427 m long (pipe 4). Assuming f= 0.0605 for all pipes, determine the flow rate in pipe 2. Round your answer to 3 decimal places.Q2: Water is flow by arate = (v/( “7— /20) m¥/s , the water is still stable due to using a pump as shown in figure below. A pipe of rectangular cross sectional area of dimension (10 *20 ) cm is used to connect the two reservoir, friction factor for the pipes(£=0.02), if K value in the entrance and in the exit are 0.1 and 1 respectively. Calculate the pump power:- ElL15m Water EL10m Water = o cotanantwe *10 = 50 m——