Design a trapezoidal channel for carrying 30 m3 /s of water. The bed slope of the channel is 1:1800 and side slope of horizontal to 1 vertical. Assume C in Chezy’s formula as 50. a. b = 1.872 m; y = 3.12 m b. b = 2.98 m; y = 2.58 m c. b = 0.9 m; y = 1.085 m d. b = 1.154 m; y = 0.577 m

Q: A rectangular channel 2 m deep and 6 m wide. Find the discharge through channe when it runs full.…

A: Given data : Chezy constant (C)=60 Slope (i)=11000Width (B)=6 mDepth (d)=2 m

Q: A trapezoidal open channel carries water at a depth of 2m. The canal has a bottom width of 6m and a…

A:

Q: Q.17 A reservoir discharges through a sluice 0.915 m wide by 1.22 m deep. The top of the opening is…

A:

Q: The rate of discharge through the canal in the figure below is to be 11 m³/s. Find the width b and…

A:

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: 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…

A: Given :- Head loss = 5m Length = 1Km = 1000m f= friction factor = 0.029 discharge through pipe = 1.2…

Q: a drainage canal having a trapezoidal shape has a base equal to 2 meters and the depth of water is 1…

A: Given: Trapezoidal Canal depth of water, d = 1 m angle it makes with horizontal =45° S = 0.0015 n =…

Q: A triangular open channel carries 4 m3/s of water. If the both sides are sloping at 60o from the…

A:

Q: Determine the most economical section of a rectangular channel carrying water at the rate of 0.4…

A:

Q: Water flows through a semi-circular weir 2 m deep and 2 m wide at the top under a head of 1.50 m.…

A: The given data is: Depth of weir=2 m Width of weir=2 m Head of weir=1.5 m C = 0.65

Q: nnel is to be designed to carry 1.8m³/s at a slope of 0.0

A:

Q: The discharge Q of an open channel can be measured using a V-notch weir which is a vertical plate…

A:

Q: 4. A V - notch weir is located at one end of a tank having a horizontal square section 12m x 12m. If…

A:

Q: ater flows through an open channel that has a cross-sec own in the figure. Flow is uniform and the…

A:

Q: Assignment 1. Derive from first principle the chezy equation for uniform flow. tieely

A:

Q: A trapezoidal channel with uniform flow depth 4 m. The base width is 6 m and the side slopes are…

A: For different surfaces Manning's roughness coefficient is given. It is required to find weighted…

Q: Water flows in a 1.5-m wide rectangular channel with a constant bed slope So = 0.144 (see figure…

A:

Q: Q#2: A rectangular notch is 1m wide. Water flows over this notch to a depth of 150mm. Then the same…

A: Given data  Rectangular notch Width Depth Triangular notch Coefficient of discharge  Angle To find…

Q: A drainage canal in the shape of trapezoid with a bottom width of 2,3m and a side slope of 1…

A: B=2.3m y=2.8m n=0.012 S=0.0004

Q: Question 1 The sketch below represents a trapezoidal open channel used to manage storm water in A…

A:

Q: A rectangular concrete channel 5m wide carries water as shown in the figure below. The channel bed…

A: GIVEN : WIDTH ( B )= 5 m SLOPE OF BED = 0.0013   TO FIND   DISCHARGE ( Q )

Q: If the designed dam is 12m height. what would be the bottom width of the dam?

A: Given Equation W=0.2H+2.1 H=12 m

Q: Solution and answer is given, just explain the solution, and if the answer is corre

A: The given data is as follows: Side slope=1:1Discharge=225 ft3/secMean velocity=3 ft/sSlope of…

Q: expansion transition for a canal by Mitra's Consider the following data while designing an method:…

A:

Q: Reservoir A has an elevation of 138 m. A pipe is connected from reservoir A to reservoir B. It has a…

A: Q=0.96 m3/s C=121 d=0.922m

Q: a) Determine the water heights at a distance of Ax=10000m upstream of the dam using Bakhmeteff…

A: Width of channel(b)=8.2 m Manning's coefficient(n)=0.014  Bottom slope(So)=0.0001 Discharge(Q)=73…

Q: Determine the bed slope of a rectangular channel 5 m wide and 2 m deep. The discharge is recorded as…

A: Given: Width of channel, b = 5 m Depth of channel, d = 2 m Discharge, Q = 20 m3/s Chezy's constant,…

Q: A rectangular canal 2.24 m wide and 1.12 m deep has a full capacity of 8 m3/s. Assuming n = 0.0152…

A: A rectangular canal 2.24 m wide and 1.12 m deep has a full capacity of 8 m3/s. Assuming n = 0.0152…

Q: A rectangular irrigation canal 3 m wide carries water with a discharge of 6 m^3/s. A rectangular…

A: According to given dataThe height of the rectangular weir if it is suppressed will be H= 1.05m…

Q: Determine the most economical section of a rectangular channel carrying water at the rate of 0.4…

A:

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: Determine the slope of the bed of a rectangular channel of width 6 m and depth of flow 3 m. Assume…

A: The hydraulic radius is given by,

Q: The 4m wide square cross-section is 2.5m deep with a flow rate of 10m^3/s. Determine the depth of…

A:

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.