Answered: 1. A new cast iron pipe must carry 1.2…

1. A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using f=0.029 Group of answer choices 928.44 428.94 284.94 892.44

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter15: Slope Stability

Section: Chapter Questions

Problem 15.28P

See similar textbooks

Related questions

Q: Two tanks with a difference in water levels of 180 m are shown in Figure Q4. The tanks are connected…

Q: A certain part of cast iron piping of a water distribution involves a parallel section as shown in…

Q: h = 1.4 H = 1.1 m K = 4.87 x 10-2 cm/sec θ = 14°…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Question 2 Refer to Figure 2 below. If the water surface elevation in reservoir B is 110 m, what…

Q: An orifice on the side of a tank discharges water under a head of 9 ft. if the diameter of the…

A: Coefficient of discharge: The ratio of actual discharge to the theoretical discharge is known as the…

Q: 2 Determine the vertex angle of the V notch weir Gut at one end of a tank having a square section of…

Q: A rectangular trough is 10ft long and 3 ft wide. Find how fast the surface rises, if the water flows…

A: Given data: rectangular trough dimensions 10×3 ft Discharge = 12 ft3/min

Q: Question 20 There are three pipes and each has different friction or roughness factors below: Saint…

Q: A 1.25-cm diameter orifice in a vertical wall of a tank under a constant head of 5.50m discharges…

Q: A horizontal pipe has a sudden contraction from DN100 to DN80 Schedule 40 steel pipes. The water…

Q: (b) Determine the headloss due to friction in a 1 m diameter, 350 m long pipe using the Manning's…

A: Given: D=1mL=350mn=0.017C=100Q=1.5 and 2.5m3/sec Hazen-William…

Q: Q2) Water flows through a vertical contraction (venturi) section. Piezometers are attached to the…

Q: 18. Three pipes 1, 2 and 3 from three reservoirs A, B and C, respectively, meet at a junction whose…

Q: PROBLEM 7: A 75 mm diameter orifice, Ca = 0.82, is placed in the bottom of a vertical tank that has…

Q: Example 6.1. In a pipe of 90 mm diameter water is flowing with a mean velocity of 2 m/s and at a…

Q: Water at 20°C flows upwards through the 50-mm-diameter cast iron pipe at 5.88 kg/s. The water is…

A: Given Diameter of pipe =50 mm Length of pipe = 2 m

Q: For the pipe network shown, the flow of water from A to the first junction is 2 cubic feet per…

Q: There is a leak in a horizontal 30 cm pipeline (f= 0.025). Upstream from the leak two gages 600 m…

Q: flow rate of 10 m3/s. Initially, the surface of the tube is 2 m2 and the section decreases until it…

A: The below shows the diagram,

Q: A channel with a section as shown carries 1.1 m'/s of water with the depth as shown. The slope of…

A: Given:- The discharge of the water = 1.1 m3/s The depth of the water = 1.1 m The width of the…

Q: Water flows in a new 10 cm diameter cast iron pipe with f= 0.027 at a velocity of 1 m/s. For a pipe…

Q: Derive hf with respect to Q of the following empirical equation below. Consider that the circular…

A: Given data- Empirical equations are given- V=0.849 C R0.63 S0.54V=1/nR2/3S1/2 To Find- It is needed…

Q: There are three pipes and each has different friction or roughness factors below: Saint Pancras…

Q: 61 pipes were packed in a cylinder. Calculate the shell hydraulic diameter? 0.75 D6.80 D0.60 H0.75 -

A: Step 1

Q: Water is flowing through a tube with the constant surface area as shown in the Figure Q2. 150 kPa 2…

A: Friction factor = 0.025 Velocity = 1.5 m/sec Viscosity of water ,μ = 8.9 x 10-4 Pa.s Length of flow…

Q: Determine the flow rate of water (10°C) that will cause a pressure drop of 17,250 N/m2 %3D in 350 m…

A: The given values are as follow,Pressure drop=17,250Nm2D=60cm=0.6mε=0.26mmn=0.011Ch=130ρ=1000kg/m3To…

Q: Two pipes link two reservoirs (A and B) that are 15m apart in height. Pipe 1 is 60 mm wide and 100 m…

A: Given: Difference in Height (Z) = 15m Pipe 1 Dimensions 60 mm dia 100 m long Pipe 2 Dimension 90mm…

Q: Water of temperature 30° is flowing with flow rate 0.055 liters/s in a straight 50mm diameter UPVC…

Q: A concrete cube ( y = 23.5 kN/m3 ) 0.60 m on an edge is submerged in 5 m of seawater (sg=1.03).…

Q: A 6cm diameter horizontal water pipe expands to a 10cm diameter pipe. The average velocity and…

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: Q1) Water flows through a vertical contraction (venturi) section. Piezometers are attached to the…

Q: A pipe 200 mm in diameter and 60 m long having a sharp cornered entrance (K.=0.5) draws water from a…

Q: a) find the weight of concrete dam if it has a depth of eleven meters into the page. Where does the…

A: Given data: The given diagram is:

Q: In the water network shown in figure,the Hazen-Williams coefficient C for all pipes is 100. a) Using…

A: Take flow in anticlockwise positive, here, flow in AB and BC will be in clockwise but flow in AC…

Q: 1 3 2 Figure Q1

A: Supercritical Flow:- Depths of flow less than critical depths resulting from relatively steep…

Q: Q2(b) Water (density,p = 1000 kg/m^3) is flowing in a straight new cast iron pipe of 100 mm diameter…

A: Reynold's no. is used to determine whether the flow is turbulent, transitional or laminar. Headloss…

Q: Q. If the flow rate of water through the pipe system shown in the following figure is 0.050 m^3/s…

Q: A rectangular tank 3 m x 4 m is 5 m high with 2 orifices placed at a vertical distances of 0.5 m and…

Q: Pipe Length, m Diameter, mm Elev A = 90 m A 1 300 100 Pipe-1 0 2 400 150 Pipe-2 Pipe-3 3 500 200…

A: Given Discharge from A= 1200 l/ s

Q: Water flows in a 350mm- diameter pipe at the rate of 600 liters per second. The pipe has a length of…

A: Given: The diameter of the pipe is 350 mm. The flow rate is 600 l/sec. The length of the pipe is 64…

Q: A pipe has a slope of 1 in 100 and its length is 300 meters. Its diameter is 0.6 meter at the lower…

A: P1=68.07kPa D1=0.6m D2=1.2m Q=5400 lit/sec

Q: Question 2: A pipeline carries a pumped flow of 0.05 m/s. The line contains three 90 degree bends…

A: Given, Flow rate (Q) = 0.05 m3/s Length (L) = 300 m

Q: Determine the head loss in feet in PIPE 1. a.2.111 b.12.4962 c.6.9210 d.8.4744 Determine the head…

Q: 1. A rectangular channel has a contraction that smoothly changes the width to a minimum width of 1.5…

A: Note -We’ll answer the first question since the exact one wasn’t specified. Please submit a new…

Q: A vertical cylinder having a circular base of radius 'r' and a height of 12 m is filled with water…

Q: A rough pipe of 0.5 m diameter, 300 m length and roughness height of 0.25 mm, carries water…

A: Given data, kinematic viscosity = γ = 0.9 × 10-6 m2/sec, length l = 300 m velocity = 3m /sec…

Q: The figure below shows a looping pipe system. Pressure heads at point A and E are 70 m and 46 m…

Question

1. A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using

f=0.029

Group of answer choices

928.44

428.94

284.94

892.44

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 1 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

A rectangular channel 1 m wide, Chézy C = 60, S = 0.0064, carries 1 m/s. Determine the velocity.
1. Determine the head loss in the "smooth" pipe in meters if its friction factor is 0.014. a.) 39.5136 b.) 12. 9517 c.) 99.9358 d.) 30. 4889 2. What gage pressure p1 in kPa, is needed to provide the given flow rate? a.) 1121kPa b.) 1328kPa c.) 1692kPa d.) 1725kPa
A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using f = 0.02 Choices: A. 681.95 B. 168.59 C. 961.85 D. 861. 95
the canal cross section if b/d=3 Use mathoed b/d.
1. A 3.1 – m wide rectangular flume carries water at 5.60 m3/s. The bed slope is 0.00078 and n = 0.010. At a certain section, the depth is 92 cm. a. How far therefrom is the depth 80 cm? b. What is the slope of the egl? c. What is the headloss? 2. A rectangular channel 1.8 m wide conveys water at a depth of 1.2 m. a. What is the velocity of flow if it is laid on a slope of 0.002 and n= 0.012? b. What is the discharge if the channel slopes 0.1° and n = 0.016? Use Kutter’s formula for C. c. What is the velocity of flow if S = 0.000263 and f = 0.02?
Determine the most economical section of a rectangular channel carrying water at the rate of 0.4 m3/s; The bed slope of the channel being 1 in 2000. Take Chezy’s constant C = 50. a. b = 1.872 m; y = 3.12 m b. b = 2.98 m; y = 2.58 m c. b = 1.154 m; y = 0.577 m d. b = 0.9 m; y = 1.085 m
Give me right solution Determine the length of back water curve caused by an affux of 5 m in a rectangular channel of width 50 m and depth 2 m . The slope of the bed is 1 in 2000 . Take n = 0.03
6. Determine the magnitude of the resultant R, if P2 = 978, P3 = 780.
A concrete channel which is laid on a slope of 1.9m per kilometer discharges water at a rate of 3 m3 /s. Using a roughness coefficient, n = 0.014, determine the depth (d) of water for the most efficient sections: a. triangular b. rectangular c. trapezoidal
Find the velocity and discharge through a trapezoidal channel of 1.5 m wide and side slopesof 1.5 horizontal to 1 vertical. The depth of water is 1.2 m. Manning’s constant n = 0.025.The slope of bed of the channel is 1 in 2500
Solve Problem 6.8 using Eqs. (6.14) and (6.29).
note: a = 3.7 m b = 31.0 kN/m c = 35 kN