2 kN/m 2.5 kN/m В 1.5 m 3.5 m 2 m

Q: vertical components of the hydrostatic force (magnitude and direction) on the half cylinder AB for a…

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Q: 30 kN 10 kN/m -2 m В 5m -3 m A

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Q: 20 kN 20 kN 20 kN H Ha 50 kN 10 kN +10 kN 6 m E G 3m - 3 m - 3 m 3 m - FIGURE 1

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Q: An open channel is to be designed to carry 1.5 cubic meters per second at a slope of 0.007. The…

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Q: Compute the hydrostatic force and its location on semi-cylindrical indentation BCD shown. Consider…

A: Given data : circle diameter = 2.5 m oil specific gravity= 0.85 length of cylinder = 1 meter…

Q: A masonry dam 7 m high has a top width of 1.5m and bottom width of 5 m. Maximum water level in the…

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Q: A cylindrical buoy 0.60 m in diameter and 1.80 m high weighs 205 kg. it is moored in salt water to a…

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Q: 50 kN 40 kN -2 m- -2 m- -2 m- E 1.5 m F -30 kN 1.5 m B 40 kN 1.5 m

A: Answer    Moment at point F = 0

Q: An 8-m long dam was constructed with a parabolic corner shown below. What is net force xperienced by…

A: FH=ρghA=103×9.81×14×35×2×23×5×2=994.08 KnFY=ρgV¯=103×9.81×14×8×8+23×5×2×8=9312.96 Kn

Q: water flows through an orifice at the vertical side of large tank under a constant head of 2.4 m.…

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Q: 10 kN 6 kN/m 5 kN/m В 10 kN E 3 m 1.5 m--1.5 m--1.5 m-| CS CamScanner ile tarandı

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Q: 80 kN 60 kN -10 kN/m 40 kN LA 2 m m. 3 m 3 m 2 m1 m

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Q: S kN 15 kN 2 m 2 kN/m 6 m 2 m 2 m

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Q: Water flows at the rate of 4.25 m3/s through a rectangular channel having a width of 2.4 m. Compute…

A: given- Discharge Q=4.25 m3/sWidth of rectangular channel b=2.4 m

Q: Water flows with a velocity of 3m/s, and a depth of 3 m in a rectangular channel of 2 m. Then there…

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Q: A vertical dam has a semicircular gate as shown in thefigure. Find the hydrostatic force against the…

A: The semicircle has equation, y=4-x2 The water depth at any level y is (10-y) Hence, Pressure…

Q: A 50 mm diameter siphon discharges water from a reservoir (Point 1 elev = 20m) into open air (Point…

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Q: A glass tubing consist of 5 vertical stems which are 500 mm apar connected to a single horizontal…

A: Flows, where streamlines are concentric circles and the tangential velocity, is directly…

Q: 5 kN 2 m A 6 kN 8 kN 2 m - 2 m 2 m

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Q: Calculate the geostrophic wind velocity for a pressure gradient of 0.03 MB / km, assuming the…

A: In this question, we are asked to calculate the geostrophic wind velocity from the given details

Q: Q7: At hydraullc jump, the depths at the two sides are 0.3 and 1.4 m. The head loss in the jump is…

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Q: The velocity of water at the outer edge of a 60cm diameter whirlpool, where the water level is…

A: Given data: Velocity of water, v1=2.5 ms Outer edge diameter, d1=60 cm Velocity of water, v2=? Outer…

Q: a) 1 30 kN 10 kN/m 2m 2 m b) 2 30 kN 10 kN/m 20 kN.m 2 m 2 m 2 m

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Q: Find the value of the depth y2 after the jump.

A: Given: y1 = 0.2 m v1 = 2 m/s B = 1 m

Q: Q7. A horizontal rectangular channel 4 m wide carries a discharge of 16 m/s. Determine whether a…

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Q: A ladder 12 m long with its foot on the street rests against the wall of a house on one side of the…

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Q: Determine the force in each member of the truss shown.

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: A reservoir has an outlet through a rectangular suppressed weir with a crest length of 1m. If its…

A: We have to use the Francis formula for calculating the discharge the Francis formula is…

Q: In a rectangular channel 4m wide with Q=7.65m3/s the depth is 0.4m. If a hydraulic jump is produced,…

A: Depth (D) : D=32*(Q2gT2)13 where: Q is the discharge  g is the acceleration due gravity g=9.81 m/s2…

Q: 60 kN 40 kN 50 kN 1.5 m 1.5 m 1.5 m 2m R2

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Q: 10 kN 0 kN 1=3 m 1-3m 1-3 m Which of the following most nearly gives the vertical displacement e?

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Q: Figure 1: 12 kN/m B 100 kN 4 m HNGE m--1.5 m- 5 m

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Q: Water enters the pump of a steam power plant at 20 kPa and 50 °C (p = 988 kg/m', & Pr = 12.352 kPa)…

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Q: In the water flow over the spillway, the velocity is uniform at sections 1 and 2 and the pressure…

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Q: 100 kN 100 kN- E 2 m [D 3 m 50 kN 2 m

A: In method of section, we cut sections passing through members where force is to be calculated. Steps…

Q: 3 kN 7.5 kN/m 1.8 m- -0.9 m 0.9 m-

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Q: Kindly solve this using Double Integration Method (DIM). Show complete solution and show how to get…

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Q: 3 222.5 kN 135.7 22 kN/m kN-m 30° A B 2 m- 3 m H 2 m- 4 m

A: When a beam is subjected to a loading condition the deformation or deflection in the beam takes…

Q: 150 kN 40 kN/m B 8 m 20 kN/m A -6 m- -6 m- -6 m-

A: Draw FBD:

Q: Q-4: A 9-m-thick layer of stiff saturated clay is underlain by a layer of sand (following figure).…

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Q: 12 kN 10 kN 2 m 2 m 2 m - 3 m - 3m -3 m

A: Determine all the forces acting on the structure shown. Also, indicate the type of force acting on…

Q: A 1.8 M 4 kN/M B 40 kN 450 2.5 M 1.5 M D 3.5 kN/M 2.5 M < E Smooth surface support

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Q: CE Hydraulics] How does the stability of a floating object differ from that of a submerged one?

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Q: b. 70 cm

A: Find initial depth y=QWidth×Velocity=2.963.59(2.75)y1==0.3m

Q: an open tank 3m by 3m in horizontal section weighs 4 kN and contains water to a depth of 1m. if…

A: to find volume spill out

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.