determine: (i) The dimensions of the section if it is most economical.

Q: n = 0.016 The rectangular-shaped channel has the best hydraulic cross-section. It is laid on a…

A: Given data - Roughness(n) = 0.016 Slope (S) = 0.0064 Discharge (Q) = 16.98 m³/s

Q: Calculate the volume (cubic meter) of earth work in an embankment of length 15 m. The top width of…

A:

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

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Q: A 90 degrees V notched weir installed at the end of a rectangular channel controls the flow of…

A:

Q: Design a trapezoidal open channel (n=0.014) that is anticipated to convey 10cumecs of water. The…

A: Given:- n=0.014Discahrge, Q=10 cumecsSlope of channel, S=0.0015

Q: 1: An embankment is to be constructed by making use of sandy clay having the following properties:…

A: Given,c' = 35 kN/m², ϕ'= 25° and γ= 19.5 kN/m³. The height of the embankment = 20 m slope =30° To…

Q: Fellenius, and Bishop's method of slices. Note: In this type of problems, it is usually assumed that…

A: Given:- R=26.6m soil -1 &2 To find:- long term stability

Q: A trapezoidal channel carries a discharge of 2.5 m3/s. Design the section if the slope is 1 in 1200…

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Q: Q1:- Determine the cross section and discharge of the stable hydraulic section of a channel…

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Q: At an interval of 20 m, the following three cross-sections of an embankment were obtained. Compute…

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Q: Darcy's Law: Elevation: 285 m Impervious Sand B = 5.5 m Elevation : 250 m k₁ Ditch L₁ = 35 m L, 15 m…

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Q: A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10 m…

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Q: section

A: Discharge Q = 2.0 m³/s  Roughness Coefficient n = 0.030  Longitudinal Slope S = 0.05  To determine -…

Q: Determine the dimension of the channel using tractive force method by using a ratio of Boly = 8 and…

A: The Discharge is,

Q: A canal having side slopes 1: 1 is proposed to be constructed in a cohesive soil to a depth of 10 m…

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: 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: pls answer asap i'll rate

A: The problem is about designing an open channel to carry a certain amount of water. The channel is…

Q: A triangular channel flows with a side slope 1 H:3V. If the roughness coefficient and hydraulic…

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Q: The bed of a corrugated channel, with Manning’s coeffcient n =0.019 s/m^1/3 drops 25 m every 1500 m.…

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Q: 4. Water circulates through a circular channel with a diameter of 1.6 m with a depth of 1 m. The…

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Q: A storm drainage channel has the shape shown in Figure 5. It is made of unfinished concrete and has…

A: To determine the hydraulic radius and the normal discharge at different normal depth for a given…

Q: Design a semi-circular open channel (n=0.014) that is anticipated to convey 10cumecs of water. The…

A:

Q: In 1957 H. Görtler proposed the adverse gradient test cases U =- U. (1 + x/L)" and computed…

A: Given Data: Stream velocity n=1 xsep/L=0.159 θ0=0

Q: An open channel is to be designed to carry 1 m3/s at a slope of 0.0065. The channel material has n =…

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Q: A rectangular channel with a width of B = 2 m drains water with a discharge of Q = 2,4 m3/s. The…

A: Width of channel (B) = 2m Depth at upstream = 1.5m Area= 2 x 1.5 =3m2 Discharge = 2.4 m3/s Perimeter…

Q: A dam cross-section is a square facing a water depth of D=15m. Assuming a 1m strip for analysis and…

A:

Q: An open channel is to be designed to carry 1.5 m3/s at a slope of 0.007. The channel material has an…

A: solution  Given discharge Q = 1.5m3/secslope S =0.007n=0.012 for the most efficient rectangular…

Q: A rectangular canal carrying 10 cubic meters per second of water is laid on a slope of 3m per km.…

A: Discharge is defined as the volume of water displaced per unit time (sec).  The discharge of the…

Q: re in series. If the roughness coefficient n2 = 2n1and the diameter D1= 500 mm, find the diameter D2…

A: Given:- n2=2n1 D1=500mm To find:- D2

Q: An earthen channel in good condition carries a discharge of 10.0 cumecs with a m velocity of 0.7…

A: Given datadischarge, Q = 10.0 cumecsVelocity, V = 0.7 m/sBottom width, B =2 x dBazin's coefficient…

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.