Use the following figure, to calculate the curv elevation of full and main stations by using Analyti method? P.V.I -3% P.Y.T P.V.C 36.5om 41 +60 =240m 1.5%

Q: Observations were made between points X and Y on opposite sides of a wide water-filled quarry as…

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Q: 80 kN 10 kN/m B 8 m 2 m RA Rc FiFigure P-405

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

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Q: (1). The Manning's coefficient for the left side, main channel, the right side is 0.04, 0.016, and…

A: Solution : Manning's coefficient for  1. Left channel = 0.04 2. Main channel = 0.016 3. Right side =…

Q: The head of water over an orifice of diameter 100 mm is 5 m. The water coming out from orifice is…

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Q: A circular drainage pipe 0.80 m in diameter conveys a discharge at a depth of 0.30m. If the pipe is…

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Q: Q. No 4). A rectangular channel of X ft width is supplying water at flowrate of Y ft'/s. If the…

A: Rectangular section: Given data: Q = Y ft3/sec Slope (S) =1/800 n = 0.015

Q: Given that: • Pipe diameter: 0.450 m • Crude oil: Kinematic viscosity = 0.0000232 m2/s • Water:…

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Q: Given that: • Pipe diameter: 0.450 m • Crude oil: Kinematic viscosity = 0.0000232 m2/s • Water:…

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Q: A catch basin with an area composed of an equilateral triangle XYZ and a square section on the side…

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

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Q: When QED = QDC = 6.50 mgd, determine the gage reading at Ein psi and the elevation of reservoir B in…

A: The question is based on the reservoir connected through a pipeline. The elevation of reservoirs and…

Q: Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of…

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Q: Solve the following using Double Integration Method lo kaN /ma いニ Aon =? man bm ル EI = lo00 kN-m2

A: given- simply supported beam with UDL  to find - maximum deflection.

Q: Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of…

A: To find Flow rate

Q: Determine the most probable value of the elevation BM2. Route A: Distance from BM1 = 6.32 km and…

A: We have to find the value of most probable value of the elevation BM2.

Q: of rectangular channel if discahrge value is ne velocity of flow is 4 m/s

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Q: Question: Open channel test is performed and according to the following; Calculate energy with point…

A: For open channel flow, the open surface is open to atmosphere.

Q: 4. In the two-peg test of a dumpy level, the following observations are taken: with level setup at M…

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Q: Q16) Given; Q=12 m3/sec, bed width (b) =3m, n =0.013, longitudinal slope of the channel (S) =0.005.…

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Q: your answer. USE THREE MOMENT EQUATION. 30 kN/m

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Q: Problem 3. While leveling between two points Pand Qon opposite banks of a river, the level was first…

A: Given data  Stations Staff readings R.L. at point Q This can be solved using reciprocal leveling.

Q: Question 06 Under the following conditions, Analyze the factor of safety of a slope of infinite…

A: For e = 0.65 and Gs = 2.70   The factor of safety for the given soil is:

Q: Yoil = 8.82 kN/m3 Z, = ? %3D 2. Z2 = 130 m %3D 60 m. 7 m 130 m If oil flows from the upper to lower…

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Q: The isohyets for a 2-day storm on a basin of 1638.3 km² are sho the isohyets as plani-metered are…

A: In the above figure, the isohyets during a 2-day storm on a basin of 1038.3 km are displayed, and…

Q: For an effective drift velocity of 0.25 ft/sec if an ESP has to treat 400,000 ft3/min with 99%…

A: Given: Effective drift velocity = 0.25 ft/s Discharge = 400000 ft3/min Efficiency = 99%

Q: Two points, A and B, are established along the same direction from a theodolite station. If the…

A: The Horizontal distance by using the substance bar is calculated by the given equation  H = cotα2…

Q: Point A has an elevation of 216.612 m above a vertical datum, and the point B is situated on the…

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Q: Assuming an effective drift velocity of 0.25 ft/sec, calculate the required plate area, ft2. An ESP…

A: Given: Effective drift velocity = 0.25 ft/s Flow rate = 400000 ft3/min Efficiency = 98.6% = 0.986

Q: Q.7 The number of optimum rain-gauges stations will be: Data given: Coefficient of variation (C) =…

A: given Coefficient of variation-Cv=36.5%Admissible % error E=9%

Q: A trapezoidal channel conveys a flow of 11.00m:/s. The channel has a side slope ratio of 1.70:1…

A: GivenQ=11 m3/sSide slope ratio (H:V)= (1.70:1)Bottom width=4.40mFlow depth =1mR=Hydraulic…

Q: Determine final velocity Initial velocity%3D2 m/s Acceleration=1.6 m/s2 Time-4 s

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Q: The distance between two points A and B measured along a slope was 270 m. Determine thehorizontal…

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Q: Exercise 1: Compute the critical slope of 0.75m diameter circular channel (n = 0.01) that conveys…

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Q: Given the trapezoidal channel shown, evaluate the average velocity and the discharge using manning's…

A: Given data in question  Bed slope Depth of water Side slope Mannings roughness coefficient  To find…

Q: In a differential leveling two points A and B were observed from an instrument set up midway between…

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Q: The rainfall rate is 200mm/day in a surface with CN value equal to 78. Determine the maximum…

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Q: 100 kN 100 kN (4000 mm?) 75 kN - (5000 mm) 3 m (5000 mm?) A B (4000 mm) 4 m E = 200 GPa (4000 mm)…

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Q: Point A has an elevation of 216.612 m above a vertical datum, and the point B is situated on the…

A: Answer(a) (i) Based on the given data we can calculate the elevation at point B using the Reciprocal…

Q: Staff readings on pegs x and y from X station are 1.755 m and 2.850 m, and from station Y on staff…

A: Given data in question  Staff readings Stations R.L. of X To find out  R.L. of Y

Q: The hydrometer readings -3 need to be corrected by using

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Q: Q#2: An open traverse survey using theodolite has been carried out and following deflection angles…

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Q: or the channel cross section of Fig. X10.3.6, a = 1 m, b = 3 m, d = 2 m, w = 8 m, and n = 0.015.…

A: Given data: Q=16 m3/sn=0.015

Q: 8. Calculate the specific energy for a triangular channel having depth 4m, side slope 1H:2V and bed…

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Q: Staff readings on pegs x and y from X station are 1.755 m and 2.850 m, bläi 7 and from station Y on…

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Q: Q5: A vertical arc of 500 meters in length connects a line that rises with slope +1.35 and meets…

A: PVCSTATION=PVISTA-L2PVCsta=1800-5002=15+50PVCELV=PVIELV-g1L2PVCelv=886.1-0.0135×5002PVCelv=882.725ft

Q: Point A has an elevation of 216.612 m above a vertical datum, and the point B is situated on the…

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Q: From the given data of differential leveling as shown in the tabulation: Find the difference in…

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Q: The back staff reading on a B.M. of R.L. 1000.000 m is 1.663 m. If foresight reading on a point is…

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Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.