2) Design an irrigation channel by Kennedy's theory tocarry a discharge of 15 m3/se, side slope (1/4H: 1/2V),n =0.0225 and S=1 in 5000. *O b) d=1.5 m, b=10.12md) OtherwiseO a) d=1.74 m, b=8.12mO c) d=1.74 m, b=10.12m

Assume depth of irrigation channel as 1.74 m It is required to determine the velocity using…

2) Design an irrigation channel by Kennedy's theory to carry a discharge of 15 m3/sec, side slope (1/4H: 1/2V), n =0.0225 and S=1 in 5000. * O b) d=1.5 m, b=10.12m O d) Otherwise O a) d=1.74 m, b=8.12m O c) d=1.74 m, b=10.12m

2) Design an irrigation channel by Kennedy's theory to carry a discharge of 15 m3/sec, side slope (1/4H: 1/2V), n =0.0225 and S=1 in 5000. * O b) d=1.5 m, b=10.12m O d) Otherwise O a) d=1.74 m, b=8.12m O c) d=1.74 m, b=10.12m

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: Compute the total discharge in the stream based on thẻ given cro 12 18 24 30 distance, m 1.6 1.9 2.5…

A: Assuming same the cross-sectional dimensional through: The average Velocity will be,…

Q: Water flows through a 1.8-m-wide rectangular channel with a Manning coefficient of n = 0.012. If the…

A: The expression for the flow area of the channel is given as, Here, AC is the flow area of the…

Q: What are the most economical dimensions for a rectangular brick channel designed to carry 10 m3/s of…

A: (1)Given data - Q = 10 cms n = 0.015 S = 0.001 Find out - What are the most economical dimensions…

Q: 3. Two adjacent communities are represented by the simplified system shown below. Determine the…

A: 1: Head Loss CalculationsWater Density (ρ): 1000 kg/m³Acceleration due to Gravity (g): 9.81…

Q: Q18) Design an irrigation channel by Kennedy's method when discharge capacity is 15 m3/sec,…

Q: Given that Q = 20 m3/s, calculate the flow depth of the stream after the scour hole.

Q: Analyze and sketch the water-surface profile in a long rectangular channel with concrete lining, n =…

Q: 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…

A: Given: DischargeQ=0.13 m3s Width of rectangular channelB=4.6 m=460 cm Depth of flowy=23 cm…

Q: Plan a rectangular masonry irrigation canal for a discharge of 1.50 m3/s, with channel…

A: Q = 1.5 m3/s n = 0.02 b/h = 2 b = 2h w = 0.5m V = 0.55 to 0.6 m/s Take average value V =…

Q: Calculate the flow in an earth-lined (n = 0.022) trapezoidal canal having bottom width of 5.5m, side…

Q: 7. A concrete spillway controls a reservoir having an area of 46000 m². The length of the spillway…

A: Area of reservoir = 46000 m2 Length of spillway (L) = 8.20 mCw = 1.84 Time (T) = 30 minutes

Q: Q5) Calculate the (i) water discharge (m'/sec)and (2) Manning's constant for the flow through an…

A: We have above given data we have to find discharge and Manning's constant

Q: 3- Determine the discharge rate in a 1.52m diameter Corrugated metal Pipe (n= 0·024) on a slope of…

A: Given data: Diameter (d)=1.52 m n=0.024 Slope (S)=0.005

Q: By considering the channel index as 5/3, the setting of an orifice type irrigation outlet to have…

A: Given data- Channel Index=5/3, To Find- The setting of an orifice-type irrigation outlet (S).

Q: Find the flow Rate " Open Channel

A: Manning roughness coefficient (n) = 0.02 Bed slope, S = 0.004

Q: 4. Estimate the discharge of water through a

A: To find : Discharge of water.

Q: Q (5-2)/ Water flows uniformly in an earth rectangular cross section open channel. Data available…

Q: Find the approximate flow rate at which water will flow ina conduit shaped in the form of an…

Q: Q (5-7)/ Water flows uniformly in an earth rectangular cross section open channel. Data available…

Q: 1. Water flows from reservoirs A and B to point C (discharge to atmosphere) through pipes 1 and 2 as…

A: Given :- Water flows from reservoirs A and B to point C Water Viscosity = 1×10-6 m2/s ks = 1 mm…

Q: n TABLE Q2(b): ) Convert the rainfall depth into cumulative raint ) Develop the rainfall intensity…

A: Mass curve is plot between cumulative rainfall depth on y axis and time on x axis Hydrograph is plot…

Q: m? Select an answer and submit. For keyboard navigation, use the up/down arrow keys to select an…

Q: A 프 B Water flows at the rate of 21.6 [cfs] from reservoir A to reservoir B through two cast iron…

Q: -. Calculate the discharge through the side slope of the channel is

A: To find : Discharge through channel.

Q: 1: 1,000 6- 5- 田2 Well Depth to Groundwater 3- Well Y Elevation ID (m bgs) (m bgs) 25 28 6. 2- MW-1…

A: Hydraulic gradient: Hydraulic gradient is defined as the ratio of the difference in the total head…

Q: B/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume…

Q: Problem 1: A trapezoidal flume with side šlópe of :1 velocity of 3 ft/s. The canal is laid on a…

A: GIVEN- A TRAPEZOIDAL FLUME REQUIRED- TO FIND NORMAL DEPTH OF WATER IN CANAL.

Q: 5. The diameter of a circular channel section which is running full is 8m. Determine the discharge…

Q: Question 1: Determine the channel slopes (lo) required for the flowrate of Q=50 m³/s to pass through…

A: We have to find the slope for each channel

Q: 2. Water flows at a rate of 90lt/s from reservoir A to reservoir B through three concrete pipes…

A: given data, L1=6000m,D1=0.3m,f1=0.018; L2=4000m,D2=0.23m,f2=0.015; L3=2500m,D3=0.2m,f3=0.012 since…

Q: Water is flowing in trapezoidal channel at a depth of 1.20 m with a bottom width of 7.00 m and has a…

A: Froude number: Froude number is defined as the ratio of inertia force to the gravitational force.…

Q: Drainage areas and entry times are given. Find the flow rate at point 3 in the rainfall area in the…

A: Drainage Area: A waste bowl is any space of land where precipitation gathers and depletes off into a…

Q: Provided below is the cross-sectional area, verticals, depths, and velocities of a lake. Assuming…

Q: 4. A. Find the discharge in stream flow for the following data B. Find manning coefficient at slop…

A: Part A:Calculate the discharge in stream flow.Part B: Find Manning's Coefficient

Q: Water is flowing in a rectangular channel with a discharge of 18 m3/s. The depth of water in the…

Q: Q. 22. An irrigation channel having a trapezoidal section having side slopes 1.5 H:1V, is to carry a…

A: Given data: Side slope = 1.5 H :1 V (m=1.5) Discharge (Q) = 20 cumec Longitudinal slope = 1 in 5000…

Question

2) Design an irrigation channel by Kennedy's theory to
carry a discharge of 15 m3/se, side slope (1/4H: 1/2V),
n =0.0225 and S=1 in 5000. *
O b) d=1.5 m, b=10.12m
d) Otherwise
O a) d=1.74 m, b=8.12m
O c) d=1.74 m, b=10.12m

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 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

o T ☺ ť The ratio between discharge and top width of a best hydraulic rectangular channel is 91/50, calculate the depth of the water and the channel width if the bed .slope is 1/ 3000 and Chezy coefficient; C = 50 مرّر للأعلى لاستعراض الفلاتر إضافة شرح. . . mum <
OTO 'T (1 Hydrology • Flood Routing . HW • Q1// • The inflow and outflow hydrograph for a river reach are as shown in columns 2 and 3 of the Table. Determine K and x for the reach. Assume x = 0.1,0.2, 0.3 ||| = t + فلاتر O Inflow Time (hr) (cms) 0 12 24 36 48 60 72 84 96 108 120 132 400 144 156 168 Outflow (cms) 0 A.BREEEEEEE. 14.5. 28.4 31.8 29.7 25.3 16.3 12.6 a 2 7 11.7 16.5 24 29.1 28.4 23.8 19.4 15.3 11.2 82 6.4 5.2 إضافة شرح... × mum
Q18) Design an irrigation channel by Kennedy's method when discharge capacity is 15 m3/sec, n=0.0225, (B/d) =7, and Z=1/2. * B=11.0m,d%31.6m B=12.7m,d%31.81m B=15.5m, d=2.21m B=11.41m,d=1.63m
Q (5-4) / Water flows uniformly in an earth trapezoidal cross section open channel. Data available are: Bed width of the channel B = 10 (m), water flow depth y = 5 (m), longitudinal slope of bed level of the channel S, = 0.0001, n = 0.025 {s/m(1/3)}, water flow rate Q=150 (m³/s), A=75 (m²) and P= 100 (m) and W = 2B. 1- Calculate values of the followings: Q, Z and Fr. 2- Mention Type of flow in the channel.
Water flows through a corrugated metal pipe (D=1.2m) at a normal depth of 0.6m ata constant slope of 0.002. Determine the discharge, Q, through the pipe using Manning’s formula.
I need the answer to the question in Irrigation and Drainage Engineering
Civil Engineering 1. A main irrigation canal with a bed width of 2.5 meters and a side slope of 1.5 vertical, 2 horizontal is to be constructed at a uniform land slope/gradient. The capacity of the stream is 35 m³/s. If n=0.025, determine depth and the slope of the land. Show the full solutions and formula used.
(Single pipe - determine pipe diameter) Water is to flow at a rate of 1.0 m³/s through a rough concrete pipe (ε = 5 mm) that connects two ponds. Determine the pipe diameter if the elevation difference between the two ponds is 10 m and the pipe length is 1000 m. Neglect minor losses. D= 0.783 m
3. Determine the diameter of pipe C, if the flow through the pipe system is 0.050 m3/s, under a total head lost of 9 meters, assuming that C = 120. (10 points) Pipe B 266 m, 160-mm diameter Pipe A 300 m, 200-mm diameter Pipe D S10 m, 250-mm diameter Pipe C 190 m
2. Water flows over a sharp-crested triangular weir at a rate of 0.28m/s whose vertex angle 60°. Find the percentage of error in the computed value of the flow if the head measurement had been incorrectly observed as being 0.006m greater than its value. Use C = 0.58. Draw the sketch.
a.) Q=0.56m/s. V=1.16m/s b.)D=420mm. q=5.5x10^-3m^3/s That is the answer need some solutions