Answered: An irrigation system is to rely on…

An irrigation system is to rely on gravity feed through 2300 m of aluminum pipe with a roughness e = 0.08 mm as shown. Determine the required pipe diameter. K -45* elbows -Ø20mm nozzle

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: 4) Explain and illustrate variations of normal stresses everywhere on the bar and state why it is…

A: Given: A bar carrying tensile load and having two holes on the bar. Tensile load=P Due to this load,…

Q: A cable extends from point C to point E. It exerts a 50-lb force T on plate C that is directed along…

A: Given: Force = 50 lb Determine the Y component of T ?

Q: 2. Each member of the frame shown in the figure weighs 50 KN/m. Compute the horizontal and vertical…

A: Wt of each beam = 50kN/m Loading are shown Joint C,D, and F are pin joints. This, the sum of moments…

Q: PI sta = 18+00, PI elev = 300.00, L = 20 stations, incoming grade = +2%, outgoing grade = -3% The…

A: Data given Sta PI = 18+00 Elevation of PI = 300 L = 20 stations G1 = +2% G2 = -3% To find: -…

Q: DRAW THE SHEAR AND MOMENT DIAGRAM WI

Q: large soil sample obtained from a borrow pit has a wet mass of 26.50kg. the in – place volume…

A: Given data Large Sample Size Mass of wet soil (M) = 26.50 kg Volume of soil (V) = 0.013 m3…

Q: Problem 1: Method of Joints Find the forces acting in each of the members in the truss bridge shown…

A: Given data Find force in each member using method of joints.

Q: What is the calculated wastewater flow in CFS through a Parshall flume with a throat width of 10.0…

A: Given data:- The given throat width is 10 feet. The given maximum flow head is 4.5 feet. Use…

Q: н х X ти B X C D 10 KN 10 KN 10 KN 4 @ 4 m = 16 m F A G E 10 KN 20 KN 3 m

Q: a.) DETERMINE THE SHEAR AND MOMENT DIAGRAM 2m 2m -30kn/m Im R₂

Q: 3-77E The flow of water from a reservoir is controlled by a 5-ft-wide L-shaped gate hinged at point…

A: We need to calculate mass of the required weight,w ?

Q: 5. Determine the forces in the members ientified by “X” of the truss shown using method of sections

A: Given data in question Load 30 kN Dimensions To find out Member forces marked X

Q: A hydraulic excavator with a 2 cubic yard heaped capacity bucket is excavating in common earth. The…

Q: there are key factors to ensure the effectiveness of the industrial engineer's role... What are…

A: To answer - key factors to ensure the effectiveness of the industrial engineer's rolK

Q: Draw the orthographic SIDE view of the given image. Provide proper dimensions.

Q: PROBLEM 4: 7 ft DOUBLE 200016 INTEGRATION 5 ft METHOD 500 lb/ft 4 ft

Q: 2.) In the figure below the two boys push on the gate with forces of FA = 30 lb and as shown.…

Q: Part A - Angle of twist at point B Determine the angle of twist, B, experienced by the rod at point…

A: Given : di= 0.8 in. , La = 53in. , Lb = 42 in. , da = 3.8 in. , db= 2.5 in. , Tb = 7.0 kip/in. ,Tc =…

Q: 4. The shear strength in kPa of a sandy soil sample is given by SS₁ = 8 + o'tan 34°, while the shear…

Q: 3. For the simply supported beam shown, determine the deflection 1.5m from the right support. Use E…

A: Using double integration method

Q: Situation: Cavitation in a venturi section. D = 50 cm, d = 10 cm. Find: Discharge for incipient…

A: Given:- The diameter of the venturi meter = D = 50 cm = 0.50 m The diameter of the throat = d = 10…

Q: *Water flows in a 0.15-m-diameter vertical pipe at a rate of 0.2 m³/s and a pressure of 200 kPa at…

A: Bernoulli's theorem : The relationship between pressure, velocity, and elevation in a flowing fluid…

Q: B 35° A 315,2 kPa 131,6 kPa 35° 53.6 kPa 131,6 kPa wwwww 315,2 kPa wwwwww

Q: Draw the shear and moment diagrams of the loaded beam shown in the figure. Determine the Vmax and…

A: Given,

Q: 60 kN 45 KN 6 m C 6 m 30 kN- B 6 m D 60 10 8 m- D E F FBD M E 10 m FAB FAF FAG G FBC BE FEE For the…

A: Given data in question Load 45, 60 and 30 kN Dimensions To find out Member forces in AB, AF,AG…

Q: What is the time required for water from the most hydraulically remote region of the watershed to…

A: Reference : Water Resources. Given : Length of flow L = 1550 m Difference between outlet and area H…

Q: The Q-kg industrial door with mass center at G is being positioned for repair by insertion of the 5°…

Q: 11.18 A 3-m thick layer of saturated clay (two-way drainage) under a surcharge loading underwent 90%…

A: Using formula to find coefficient of consolidation

Q: Select Ray as the redundant. (Ans: Ray = 123.7 k) 60k 140 k 50 k A B C 10 ft 10 ft 10 ft d 5 ft 5 ft

A: Given data : Indeterminate beam with pinned and roller support at A , B and C respectively Find :…

Q: Determine the moment of inertia of the composite area shown beow about the centroidal y- axis and…

Q: A line of levels is run from BM1 to BM2, which is 12 km long. Elevation of BM1 was found out to be…

Q: From the figure shown which of the following gives the best outside dimension of the square tubing…

A: Given: Length of the column, L = 4.8 m Support condition: One end is fixed and the other end hinged…

Q: 1. The effective stress (kPa) at B is ? 2. The pore water pressure (kPa) at C is? 3. The total…

A: Given : To find :

Q: Prestressed concrete design Find the resultant stresses distribution at mid - span . A simply…

A: Given: Beam section size = 100 x 250 mm Span, L = 9 m Prestressing force, P = 250 kN Eccentricity e…

Q: 1. A group of students is standing in a 21m simply supported wood plank as shown in the figure 1.…

A: Given data in question Span 21 m UDL = 5, 8 and 3 kN/m Point load = 10 and 15 kN To find out…

Q: Calculate the water hammer in a steel pipe 4000 m long, 1 m in diameter and 9 mm thick. The flow…

A: Given data in question Length 4000 m Diameter 1 m Thickness 9 mm Discharge 1.5 m3/s Closing time 3…

Q: 6. The room pictured has the following absorption coefficients at 500 Hz: Floor: Carpet, a = 0.14…

A: Given: Absorption Coefficients: 1. For Floor: α=0.14 2. For Ceiling: α=0.70 3. For walls: α=0.10

Q: The Magnetic Bearing (MB) of a line was determined to be S 18°-47¹-42" W. The declination at the…

A: Given, Magnetic bearing of a line = S18°47'42"W Declination = δ= 05°49'48" W

Q: From the field notes of a closed traverse shown below, Lines Bearing Distances AB N 53°27' 0"E BC S…

Q: Q- The seepage occurring through an earthen dam is represented by a flow net comprising of 10…

A: Given- Number of equipotential drops Nd=10, Number of flow channels Nf=20, Coefficient of…

Q: Determine the reactions at the supports A, C, and D. The structure is pin supported at A; and roller…

A: Given : Determine the reaction at the support A, C and D

Q: Activity 3: Determine the total displacement at joint C of the truss shown below. Numbers enclosed…

Q: At a climate station, air pressure is measured as 100 kPa, air temperature as 24°C, and the wet-bulb…

Q: Derive the condition (inequality) in hλ that indicates the Region of Absolute Stability for the…

A: Solution: The trapezoidal method is a much more accurate method in terms of accuracy, than the Euler…

Q: A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a y KN…

A: Given: Length of cantilever beaml=2.8 m Uniformly distributed loadA=9 kNm Concentrated load at a…

Q: Q-The spherical grit particles, having a radius of 0.01 mm and specific gravity of 3.0, need to be…

A: Given- Radius r=0.01 mm, Specific gravity G=3, g=9.81 m/s2, Density of liquid ρ=1000 kg/m3,…

Q: Calculate the support reactions and draw the shear and moment diagram for beam shown below using…

A: Given data Find support reaction and draw shear and moment diagram using slope deflection method.

Q: How do you calculate soil moisture content in transportation engineering?

A: Answer In transportation or highway engineering, soil moisture content is generally calculated…

Q: Area Calculation Given the following coordinate values, compute the area in square feet. N1 =…

A: Given, Coordinate values To determine, Area of traverse

Q: Q1. DRAW THE ORTHOGRAPHIC PROJECTION VIEW OF GIVEN OBJECT BELOW. ELEVATION PLAN SIDE VIEW

A: Instructions : To draw the orthographic projection view ( First angle method ) consider the…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

170m
An irrigation system is to rely on gravity feed through 2300 m of aluminum pipe with a
roughness e = 0.08 mm as shown. Determine the required pipe diameter.
Water (10°C)
-45* elbows
open globe valve-
-Ø20mm nozzle
v2=16m/s
k=3.5 based on
nozzle Inlet
velocity
-90* elbow

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

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

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

Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses. Pipe Diameter AB 250 mm 200 mm 400 mm BC BD Length 1200 m 600 m 200 m EL.45m EL 3m. B C EL. 3.0m D EL 0.0m
Water level in three reservoirs at elevation 126m, 109m and 100m are a) connected by pipes AN, BN, NC of diameters 15cm, 10cm and 10 cm with lengths 350m, 200m and 250m respectively. If N is the junction ol pipes and friction factor is 0.02 for all pipes then, calculate the discharge for cach pipe. Neglect minor losses.
3. A 30m long, 20mm diameter steel pipe is used to drain an oil tank determine the discharge 3E when the oil level in the tank is 4m above the exit of the pipe. Neglect minor losses, (assume f = 0.12) 4m D-20 mm, L-30 m, t 0.12
enough pro Fuck T Question 3 Water flows at a velocity of 1.5 m/s in a 200 mm new ductile iron (CH = 130) pipe. Estimate the headloss over a kilometer length of pipe using: (a) The Hazen-Williams equation (b) The Manning formula (n=0.012) (c) The Darcy-Weisbach equation (assume temperature of 20°C) 3gd
A pump is pumping water at a rate of 35O GPM with a TDH = 100 feet. The suction piping is 10inch Ductile Iron, with a Hazen Williams roughness coefficient of 130. The atmospheric pressure is 12.3 psi and the vapor pressure is 0.95 psi. What is the NPSH available (H's) for this particular setup? a.18.9 feet b.22.6 feet c.25.4 feet d.28.2 feet
Design Characteristics Binch Sch 40 Steel pips hug ht Twenty feet) 90⁰ 40 7 a pump and for the 20 Standard elbow the various pump IZA Specity System shown below Hinch sch 40 steel pipes. ✓ B 1² iioft "PB = Hopsig =1759pm Length of Suction line = 25ft Length of discharge line = бодн Determine the NPSHR ? Show Calwlations Flowrate=
5.61 If viscosity is neglected, typical pump-flow results are shown in Fig. P5.61 for a model pump tested in water. The pressure rise decreases and the power required increases with the dimensionless flow coef-ficient. Curve-fit expressions are given for the data. Suppose a similar pump of 12-cm diameter is built to move gasoline at 20°C and a flow rate of 25 m³/h. If the pump rotation speed is 30 1/s, find (a) the pressure rise and (b) the power required.
DT. Asmaa Abdul Jabbar Q2: Water flow from B to A, if real power of pump =175kw, with efficiency 85%. (neglect minor losses) Find: Discharge at each pipe. Pipe No. L (km) D (cm) f 0.018 1 0.5 15 2 0.55 20 0.02 EL.25m A P 1 2 EL.100m B
A 300mm x 300mm pipe discharges 600 L/s of water where the length is 30m. Determine the head loss if f = 0.021 A) hf = 86.246m B) hf = 68.921m C) No answer among the choices (D) hf = 72.126m E) hf = 77.093m F hf = 83.412m
38 lps of water flows through 90 m of a 6 inches nominal diameter, schedule40, cast iron pipe. The pipe contains two 90 degree-standard elbows, two full-open gate valves,a full-open angle valve, and a backflow limiter (check valve). The discharge is located 6 mhigher than the entrance. Consider the water viscosity of 0.01002 Poise. a) Determine thetotal head loss in the pipe line. b) What is the pressure difference between the two ends ofthe pipe? Use the Moody’s equation for the friction factor.
- Determine the total head loss hf from A to o in U the susem shown in the figure iF the discharge is |. G0 m ls. Assume f=002 for all pipes 450 mm &, G00m qoomm &, 900m 750mmo,450m IC GO mm & ,720m D
A 300mm x 300mm pipe discharges 600 L/s of water where the length is 300m. Determine the head loss if f = 0.021 A) hf = 77.093m B) hf = 72.126m c) No answer among the choices D) hf = 83.412m E) hf = 86.246m hf = 68.921m