A flood occurs in a main channel having a trapezoidal section with a base width of 6.7 m. If the channel is designed to carry a mean velocity of 3.2 m/s. compute the discharge capacity of the canal in m3/s when one side of the canal is vertical and the other sloping at an angle of 45 degrees. The depth is 0.5 of the base width.

Q: A hydraulic jump occurs in a trapezoidal channel with a bottom width of 1.2 m and a side slope of…

A: Given: The bottom width of the channel is 1.2 m. The side slope is 2. The discharge is 40.2 m3/sec.…

Q: oss-section is shown in Fig. below. The existing channe ith a Manning's (n=0.012), and it carries a…

A:

Q: n a rectangular channel 2.5 feet wide with a discharge of 15 cfs and upstream depth of 6 inches,…

A:

Q: 30 0.5 m 0.2 m

A: Given  Q=6100 l/s S=1/150

Q: For a rectangular channel 5 m wide carrying a flow of 15 m3/s, determine the critical depth and the…

A: Given: Width of channel, b = 5 m Flow rate, Q = 15 m3/s

Q: A rectangular channel 6.0 m wide carries a discharge of 16.0 m3/s under uniform condition with…

A: A rectangular channel- Width b=6 m, Discharge Q=16 m3/s, Normal depth y=1.60 m, Manning's constant…

Q: A right-angled triangular channel carries a flow of 16,000 l/s. The Manning's n = 0.020 and the…

A:

Q: Q4:A discharge that passed through a twin culvert as a free surface flow, was recorded at a station…

A: To solve the given problem, we need to follow a systematic approach and apply principles of open…

Q: QUESTION 6. A nearly horizontal 3m wide rectangular channel with flow depth of 1m carries discharge…

A:

Q: A flood occurs in a main channel having a trapezoidal section with a base width of 4.8 m. If the…

A:

Q: a) The bottom width b) The channel bed slope

A:

Q: A weir has been constructed across a concrete-lined channel with a rectangular cross-section (base…

A: Step 1:Step 2:Step 3: Step 4:

Q: A rectangular channel has a width of 4.0 m and a bed slope of 0.006. The Manning's roughness of this…

A:

Q: A 3-m-wide rectangular sharp crested weir is built across an open channel. The depth of water in the…

A: Weir head = 0.15 m Upstream depth of water =1.2 m Width of weir = 3 m

Q: A rectangular open channel of width 4.5m is carrying a discharge of 100 m³/s. The critical

A:

Q: A weir has been constructed across a concrete-lined channel with a rectangular cross-section (base…

A: Step 1:Step 2:Step 3: Step 4:

Q: A rectangular weir of 4.5 m long is to be built across a rectangular channel if the maximum depth of…

A: A rectangular weir has l=4.5mmaximum depth of water upstream=1.75ma)Q=5.5cu.m/sb)Q=9cu.m/scalculate…

Q: ngular concrete Ch has a broad crested weir at its do ream end similar to that in Figure 4 below,…

A: Given, b =10 m n = 0.012 Q = 150 m3/s s = 0.001 Discharge though open channel is given byQ…

Q: Determine the discharge in m3/s through a trapezoidal weir whose sides are at an angle of…

A:

Q: What is the flow in a channel dug in the earth with gravel, with trapezoidal section and with…

A: To determine flow, velocity, and hydraulic radius we have to use manning's equation. For the given…

Q: A hydraulic jump occurs in a 4 m wide rectangular channel carrying a discharge of 5 cumec at a slope…

A:

Q: A hydraulic jump occurs in a 4 m wide rectangular channel carrying a discharge of 5 cumec at a slope…

A: →Width of rectangular Channel B=4 m→Discharge Q= 5 cumec→Slope S=0.004→hydraulic jump y1=1.2 m To…

Q: 7. A rectangular channel, 20 feet wide, carries a discharge of 200 cfs. Compute the critical depth…

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Q: The following twenty problems refer to a transition in a rectangular channel with a bottom elevation…

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Q: A rectangular open channel of width 4.5 m is carrying a discharge of 100 m³/sec. The critical depth…

A: Given data- Width of the channel B=4.5 m, Discharge Q=100 m3/s, To Find- The critical depth (yc).

Q: A rectangular weir is designed to span the full width of a rectangular channel with B=L=2.5 m.…

A: Given, L = B = 2.5 m Q = 0.405 m3/s Cd = 0.625

Q: By the way rectangular channel of base 5 m and 2 m of depth run 20 m3 / s. (a) Obtain the Froude…

A:

Q: diversion gate backs up flow in a 5-ft wide rectangular irrigation channel (S0 = 0.001, n = 0.015).…

A: A diversion gate backs up flow in a 5-ft wide rectangular irrigation channel (S0 = 0.001, n =…

Q: A discharge of 1.2 m3/s flows on an open channel with a slope of 0.0062. If the coefficient of…

A:

Q: A 3.5m wide basin at a water treatment plant discharges flow through a 2.5m long singly contracted…

A: Data given Length of weir, L = 2.5 m number of contractions, n = 1 Weir discharge coefficient, Cw =…

Q: A trapezoidal channel with base of 6 m and side slope of two horizontal to one vertical conveys…

A:

Q: rectangular channel 20 ft wide carries 1000 cfs. Determine the minimum specific energy required to…

A: According to given data  A rectangular channel 20 ft wide carries 1000 cfs. depth is 1.5 and when it…

Q: calculate the flow depth at the constriction and also the alternate depths. Meanwhile, what will…

A:

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

A:

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

A: Given: The bottom width is 3 m. The side slope is 2H:1V. The gradient is 0.002. The value of n is…

Q: 14.2 A rectangular channel is discharging 1.60 m³/s per metre width at a depth of 0.8 m. If a sudden…

A: q = Q / wwhere:q is the discharge intensity (m3/s/m)Q is the flow rate (m3/s)w is the channel width…

Q: A right-angled triangular channel symmetrical in section about the vertical carries a discharge of 5…

A: given- Right angled triangular channelDischarge Q=5 m3/svelocity V=1.25 m/s

Q: b2 b,

A: The normal depth in a channel or culvert is the level of flow when the slopes of the channel bottom…

Q: A rectangular channel carries a discharge of 20 m3/sec with a width of 1 meter and a manning…

A: Using mannings…

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.