Design an irrigation channel with the following data:Full supply discharge = 6 cumecRugosity coefficient (n) = 0.0225C.V.R (m) = 11Bed slope = 1 in 5000Assume other reasonable data for the design

Given data Q = 6 m3/sec n = 0.0225 m = 1 S = 1 in 5000

Design an irrigation channel with the following data: Full supply discharge = 6 cumeci Rugosity coefficient (n) = 0.0225 C.V.R (m) = 1 1 Bed slope = 1 in 5000 Assume other reasonable data for the design

Design an irrigation channel with the following data: Full supply discharge = 6 cumeci Rugosity coefficient (n) = 0.0225 C.V.R (m) = 1 1 Bed slope = 1 in 5000 Assume other reasonable data for the design

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: List ten (10) Civil Engineering projects that requires the need of Geology

A: 10 Civil Engineering projects that require need of geology Tunnel Projects 'Highway and Bridge…

Q: benefits and drawbacks of using the

A: Introduction Static investigation, likewise called static code examination, is a strategy for PC…

Q: 2.31. Determine a Horton equation to fit the following times and infiltration capacities. f Time…

A: Horton equation f(t) = ff + (fi - ff)e-kt Where, ff = final infiltration capacity at which…

Q: Q.4. Compute the design shear strength of the beam cross section shown in the below figure with the…

Q: 1. If E = 2 GPa and I = 300,000,000 mm4. Support A settles by 10mm and support B settles by 20mm.…

A: EI = 2 × 103 × 3 × 108 = 6 × 1011 Nmm2 EI = 600 KNm2 ∆A = 10mm = 0.01 m ∆B = 20mm = 0.02 m

Q: 20. A sewage treatment plant is designed to treat sewage from a population of 25,000 PE. (i) (ii)…

Q: A water district which serves a suburban community needs a new water transmission main which will…

Q: Design Sewer Network Irregular dwelling layout A7 A6 67611 20 A4 To local treatment plan A3 A2 1 A1/…

A: Area A1=3, A2=2, A3=3, A4=4, A5=1, A6=2, A7=2 acres Total area draining water for Pipe 2 is A1-A7=…

Q: A 20 cm long tendon was found deformation 4mm by force 14N, assuming the tendon was approximately…

Q: b) List factors which affect the quantity of storm water flow for design of sewer system?

A: This question is related to the Hydrology Engineering. In this question ask only for listing factors…

Q: H.W4 Determine the slope of the simply supported beam at A and deflection at C. E = 200 GPa and I =…

A: Asked: To determine the slope at A and deflection at C using double integration method. Given: E =…

Q: Using the finite difference method, determine the buckling load of a pin-ended column of length L d…

Q: 4/16 The rectangular frame is composed of four perim- eter two-force members and two cables AC and…

Q: 8-26. Determine the displacement at C and the slope at B. El is constant. Use the moment-area…

Q: At the exit of a toll gate with a single booth, vehicles arrive at random at a rate of 20 vehicles…

A: This question is related to the Transportation and traffic engineering.

Q: 2. Given the following rectangular coordinates, calculate the vertical section of the survey point…

Q: Determine the maximum speed for each car if the normal acceleration is limited to 0.88g. The roadway…

A: Asked: To determine the speed limit for each of the cars for given allowable normal acceleration.…

Q: The system is released from rest with the spring initially stretched 3 in. Calculate the velocity v…

Q: 2. Given the following rectangular coordinates, calculate the vertical section of the survey point…

Q: Obtain the general solution of the DE: (xy + x) dx = (x²y² + x² + y² + 1) dy x)dx…

A: Given data: xy+xdx=x2y2+x2+y2+1dy

Q: for the -Rapid sand filter a- should be proceeded, () by coagulation and sedimentation b- is used…

A: This question is related to the Environment Engineering. "Since you have posted a question with…

Q: > 1.5 kr.m A 2 find the deflection at B by Double integration method tiu 10 kN

Q: 5. Describe different notice clauses in construction contract.

A: To find: Different notice clauses in construction contract

Q: A rectangular plane surface of width 2 m and height 3 m is placed vertically in water. What will be…

A: given- width b=2 mheight h=3 m

Q: 600 N/m 3 m 2 m R₁ R₂ Label left end of beam as A, midpoint as B and right end as C. Using the…

Q: 12 kN/m -4 m B -4 m -4 m- 12 kN/m D

Q: Plot the shear force and bending moment diagrams for each element. A BK- D 12m тву 6m bm

Q: stimate the elastic settlement proposed by Mayerhof. Then, stimate the elastic settlement proposed…

A: Given:- 1.7m x 2.2m N60=52 To find:- consolidation settlement

Q: A turbine developing 15000 hp and it turns the shaft at 300 rpm. The propeller which is attached the…

Q: y 21 4 2 X

Q: W₂ = 30 kN/m W₁ = 10 kN/m B A L=12 m Given: E-200x10³ MPa, I-120x106 mm² For the beam shown, you are…

A: Let's solve using moment area method (MDM) Taking RB as redundant

Q: The pump in the figure shown discharges water at 34.00 L/s. Neglecting losses and elevation changes,…

A: Applying Bernoulli's principle at the section 2 just at the inlet of pump and outlet of pump. Power…

Q: Q3: Refer to the soil profile shown in the figure below: a) Calculate the variation in vertical…

Q: .20 pishool A reinforced concrete beam has a width of 300mm and an effective depth of 600mm.…

Q: A 3 k/ft 20 ft O : E= 290 x 106 psi, I = 1500 mm4 Double Integration Method to determine the…

Q: B. Write shear and moment equations for the beams in the following problems. In each problem, let x…

A: Answer We know that Shear Force(SF) = Algebric sum of all the Forces either left or right side of…

Q: Water flows over a concrete spillway into a rectangular channel 9 m wide through a hydraulic jump.…

Q: 6.0 KN 1.0 m-1.0 m -4.0 m 2.0 kN/m 2.0 m B 000

Q: Water flows from reservoir A to a turbine and then discharges into tailrace B, as shown in the…

A: To Determine The horsepower being generated by the turbine.

Q: d 8 kN -1.5 m 2 kN 30° 450. B 0.3 m 2 kN A 30° 18m 8 kN

Q: 28. An EA STP treats sewage with a BOD of 250 mg/L, from a residential park with a population…

Q: Question - 03: Please name the structural systems used in examples given below and compare them in…

A: Concept- There are several types of structures in the civil engineering projects. The major…

Q: Calculate (a) the area of flow, A (m²), (b) the velocity, V (m/s) and (c) the specific energy, E (m)…

Q: 3 k/ft A 20 ft Given: E= 290 x 106 psi, I = 1500 mm¹ Use Double Integration Method to determine the…

Q: Compute SN₂ for the flexible layers C

A: 18 kip ESAL W18 = 6.8 × 10⁶ So = 0.35 R= 90% Terminal servicibility index Pt = 3.5 Initial index Pi…

Q: rise of v the heigh

Q: What is the maximum diameter of aggregate considering the clear spacing of the reinforcements in mm?…

A: This question is related to The design of Reinforcement concrete structures.

Q: C. Without writing the shear and moment equation, use the area method to draw shear and moment…

Q: If the capillary rise of water in a 1 mm diameter tube is 3 cm, the height of capillary rise of…

A: Height of capillary rise h=2σ cosθρgr h1r1=2σcosθρg=30*0.5= 15 mm2= h2r2 (As all the other…

Q: A box is pulled with a force of 50 N to produce a displacement of 7 m. If the angle between the…

A: Given data : The value of force F=50 N The value of displacement d=7 m The value of angle between…

Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

Design an irrigation channel with the following data:
Full supply discharge = 6 cumec
Rugosity coefficient (n) = 0.0225
C.V.R (m) = 1
1
Bed slope = 1 in 5000
Assume other reasonable data for the design

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 2 images

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

Determine the discharge of the river. Slope of water surface = 0.80%, Roughness coefficient (n) = 0.030 Select the correct response: 32.36 cu.m./sec. 34.645 cu.m./sec. 28.56 cu.m./sec 24.67 cu.m./sec.
Question-A The channel index at irrigation outlet is 5/3. Find the value of setting for an orifice such that proportionality is attained.
Q7: A discharge of 0.15 cumecs is supplied into a canal at the head and 0.1 cumecs is delivered to field having an area of 1.5 hac. The Irrigation is started at a moisture extraction level of 60% of the available moisture and then extends for 10 hours. Determine the following efficiencies: water conveyance, water application, water storage, and water distribution. The following information are known: effective depth of r.z. = 1.7 m, runoff loss in the field = 425 m', water penetration depth varies linearly from 1.7 m at the head end of the field to 1.1 m at the tail end, W.H.C. = 25cm/m depth of soil.
Design an irrigation channel with the following data: Full supply discharge = 10 cumec Bazin's constant, K = 1.3 C.V.R (m) = 1 B/D ratio=4 Side slope = 1:1 Assume other reasonable data for the design
Compute the ponding time (in minutes) and cumulative infiltration at ponding (in centimetres) for a sandy clay loam soil of 25% initial effective saturation (Se) for rainfall intensities of 2 cm/h and 5 cm/h. Note: Calculate the results rounded to the second digit after the decimal point. Hint: A0=(1-Se)×0e
QUESTION 5 (a) What pollutants that can be found in stormwater and what are the sources? (b) Design a circular drainage pipe to carry 3.6 m³/s of stormwater. The slope and length of the pipe are 1.8% 2.0 m respectively. Manning roughness coefficient is 0.013. COUTUREIT
ARAL MEAN PRECIPITATION Exercise 4 1. Drainage areas within each of the isohyet lines for a storm are tabulated for a watershed. Use the isohyet method to determine the average precipitation depth within the basin for the storrn. Make a conceptual sketch. Isohyetal interval (m) Area (m2) 0-2 2-4 4-6 6-8 2700 1900 1000 0
Q1. Using the data given, estimate precipitation depth that has fallen on the entire watershed. Precipitation (mm) Polygon Thiessen area (cm2) Station A 20 112.25 13 53.5 C 18.3 120.0 12.5 62.5 E 10 119.0 F 5.8 144.0 G 6.7 72.0 14.8 130.0 13.9 62.5 11 85.0 K 5.5 110.0 3.7 40.0 WE PRODUCE PROFESSIONALS With Wisdom, W6 EY82re GUTHM Q2. Lines delineating a particular measurement are drawn within the watershed. Precipitation data and the area in between each isohyet are shown in the table below. Estimate the average precipitation within this watershed. Isohyetal line (cm) Area (cm?) 30 - 40 40 - 50 50 - 60 60 - 70 70 - 80 80 - 90 90-100 32 162 155 92 228 120 65
For #5-7, assume there is a creek with a width of 4.6 m, depth of 23 cm, slope of 0.001 m/m, and discharge of 0.13 m³/s. 5. Assuming a rectangular cross section, what is the hydraulic radius of the creek to the nearest cm? 6. What is the average flow velocity to the nearest cm/s? 7. And what is the channel's Manning's roughness coefficient (using SI units) to the nearest hundredth?
Below is a square basin with a single length of 3180 meters. Watershed8 hours for 5 stations at their corners (a, B, C, D) and at their full midpoint (E)Hyetographs of rainfall Figure 4. is also given. Average rainfall of the basin based on information givencalculate its height using the Thiessen method.(T=159)
Q2: The dimensions of basin are 50*40 m if the available discharge 60 Lps/basin, net irrigation depth 10 cm? Find: 1. The longitudinal slope of land. 2. Type of soil 3. The volume of supplied water. 4. Time of application.
Water is flowing in a rectangular channel with a bed slope of 0.0005 ft/ft. The channel width is 10 ft amd the discharge is 300 cfs. Now supose that the depth at a given place in the channel is observed to be 6 ft, and the septh observed at a spot 1000 ft downstream is observed to be 4.5 ft. Estimate the manning n cofficient of this channel.