Prove that angle of inclination in a Cipolletti weir equals to 14°2¹ ?

Q: 4. Estimate the wetted area of a triangular channel having a depth of 5m and the side slope is…

A: To find : Wetted area.

Q: 7. Estimate the top width of a triangular channel having a side slope of 1H:2V and depth of 5m. a)…

A: To find : Top width.

Q: Explain McCarthy (1977) Allowable Soil Pressure Chart Based on CPT ?

A: McCarthy (1977) Allowable Soil Pressure Chart Based on CPT: The representation of allowable soil…

Q: Briefly explain the method of vertical trocars (vertical sand banks) with an illustration?

A: Sand casting, also known as sand molded casting, is a metal casting process characterized by using…

Q: 19 - Calculate the value of the bending mounent generated atr support A of the given stucture" 120…

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Q: UPSTREAM SLOPE

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Q: Classify the channel bed slopes. Write the methods of calculating length of GVF profile and explain…

A: Flow profiles are classified by the slope of the channel S0, critical slope Sc, normal depth of the…

Q: A trapezoidal channel has a top width of 75 feet and a side slope of 1.5:1 (H:V). Using the given…

A: Given Data: The top width of the channel is B=75 ft. The side slope of channel is 1.5:1. The…

Q: A new road is to be constructed with formation width of 10 m, side slopes of 1 vertical to 0.5…

A: Given data: Formation width = 10 m side slope = 1 V: 0.5 H distance between the sections = 10 m…

Q: Al C 2.5 m 20 KN/m 7.5 m B

A:

Q: 1. What is the wetted area for a triangular channel having depth y and the side slope being Z? a)…

A: The wetter area for a triangular channel having depth y and the side slope being Z

Q: Sketch of a fault having a strike angle 30 and dip 45 and rake 90 degree .Also determine the result…

A: Given Data: The strike angle of fault is 30° The dip angle of fault is 45° The rake angle of fault…

Q: A rectangular channel width 3 m, Q 25 m /sec and depth of flow is 0.5 m. At a certain section width…

A: solution Given at section 1 width of the rectangular channel B1=3 mts Q=25 m3sec and depth…

Q: In the depth of runoff equation, shouldn't s=[(1/0.0394)*((1000/CN)-10)] ?

A: The given question is linked with previous one.  It has asked what will be the actual equation of…

Q: proposed fill top width = 50 ft. side slope = 2.5:1 - existing ground side slope = 1:1. height at…

A: at station 54+00A1=12[(50)+{50+(5.3*2.5)+(5.3*1)}]*5.3A1=314.1575 ft2at station…

Q: In the channel routing by the Muskingum method,

A: Given: Constant C0 and C1 form Muskingum method af channel routing  C0=-0.2 C1=0.5   To find: Third…

Q: True or false Stabilization wedges are multi-pronged implementation of future available technology…

A: Climate Change: The increase in the global temperature due to global warming changes the weather…

Q: If cross sectional area of an embankment at 30 m intervals are 20, 40, 60, 50 and 30 m²…

A:

Q: A scow 15m long , 9m wide and 4.5m high has a draft of 2.7m. Its center of gravity is at the center…

A: Schematic diagram of the given problem: Calculate the center of buoyancy above the bottom of the…

Q: trapezoidal channel with 3 meters bottom width, side slope 2H:1V, channel gradient of 0.002, and n =…

A:

Q: Determine the slope of a channel if it has a bottom width of 20 ft, a side slope of 2:1, water depth…

A:

Q: Ex Find Dischange and channel show has slop 1:2000 and mean shear stres in w.h 2.1 m …エ 3.0

A: As per our company rule, graded question should not do. so remove homework2 in the question and send…

Q: discharge = 10.8 m^3/sec average velocity = 0.65 meters/sec side slope = 2H : 1V bottom width =…

A:

Q: b Design a trapezoidal channel section required to imigate an area of 1200 hectare i the bed…

A: B=5yz=2Area of the channel :A=By+zy2=5y2+2y2=7y2Perimeter :P=B+2y1+z2=5y+2y1+22=y5+25

Q: section width is reduced to IS m and channel D.50m.Find the change in water surface elevation.

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Q: 2 and the side slope is1/2. Calculate the wetted perimeter of the channel section if the wetted is…

A: To find : Wetted perimeter.

Q: Define the Correlation between qc and Drained Friction Angle (Q') for Sand ?

A: It is defined as a long-term analysis in which the excess pore pressure is there so water is not…

Q: width of rectangular channel = 3.6 meters discharge = 2.7 m^3/s Assume n = 0.012   What is the…

A:

Q: 20. A trapezoidal canal, 6m at the bottom and having side slopes 2:1 carries water to a depth of…

A:

Q: Prove that the condition that the critical depth yc=2/3E holds for non-rectangular channels?

A: Flow is said to be critical when Fr=vcgDc=1vc=gDcvc2=gDc............1

Q: The cross section at station 2+60 has a cut area of 9 ft2 and a fill area of 4 ft2 and the cross…

A:

Q: The cross section at station 2+60 has a cut area of 9 ft² and a fill area of 4 ft² and the cross…

A: Given data, The cut cross section at station (2+60 ) = 9 ft² The fill cross section at station (2+60…

Q: An concrete lined trapezoidal channel (n = 0.013) has an 6-foot wide base, slide slopes of 2.5, bed…

A: Let the normla depth be 'y'so,A=6y+2.5y2P=6+2y1+2.52so,Using mannings…

Q: 10 kPa B 0.4 m |+0.5 m++0.5 m++0.5 m+0.5 m- Soil A 1 m Exit Datum 0.75 m 0.5 m FIGURE P6.2

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Q: 4. Estimate the wetted area of a triangular channel having a depth of 5m and the side slope is…

A: We have to determine the value of wetted area of the given triangular channel section having depth…

Q: Example Height of instrument equal to 25.33 m and staff reading shown in figure below: central staff…

A: According to the figure, Height of instrument, H.I. = 25.33mF.I.  = 24. 07m So, Ha = 1.89 - (25.33 -…

Q: Sta BM hydrant TP1 BM1 BM2 TP2 BM Rock BS(ft) Hi(ft) 8.04 6.98 9.05 5.55 10.44 FS(ft) EL(ft) 5.63…

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Q: ed transversely into the w =e, determine the righting

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Q: Find the minimum size of the gravel that will not move in the bed of a wide rectangular channel of…

A: Given :- Depth, y = 1.5 m Longitudinal slope, S = 0.003 To Determine :- Minimum size of the gravel,…

Q: • Q = 18 m^ 3 /s • Rectangular channel, 3 m wide • Unfinished form concrete channel • occurs at a…

A:

Q: What is the Froude number in a triangular channel with a sidewall slope of m = 1.5 ,water depth of y…

A: Triangular channel Side slope (1:m) = 1:1.5 Depth of flow (y) = 0.66m Discharge (Q) = 0.2 m3/s…

Q: Vector F1=2.15 kN and vector F2=2.46 kN. Determine the resultant of these two vectors.

A: Given:- F1=2.15kN F2=2.46kN To find:- resultant of two vectors

Q: Reach Width(m) Discharge(m3/s) Slope Normal depth (m) A 3.5 10.0 0.0004 2.736 B 3.0 10.0 0.0160…

A: Given data in question NDL 1 = 2.736mNDL2= 0.663CDL1= 0.941 mCDL2= 1.042 mTo find out Profile

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.