Find hydraulic radius A=6 m2 P=8 m
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- Q.3) Explain the concept of Hydraulic RadiusAnswer: 57.4 ft/s=17.5m/sTorricelli's equation does not apply but the simplified Bernoulli's equation does apply.A half-full circular open channel is shown below. The diameter of the channel is D=2 m. (3) Calculate the hydraulic radius (R) ______m (one decimal place)
- A vertical sluice gate spans the full width of a rectangular channel 6.0 m wide. If the downstream depth is 1.2 m and the upstream depth is 6.0 m, find the horizontal force on the gate.Compute for the critical depth in a channel with constant spesific energy of 5cm in a channel with 2.5 width and flow of 2m/seclast three digits of your number for the upstream pressure: 754
- Q#1(a) :A rectangular tank of surface area 5m×5m contains water upto a depth of 4m. There is an orifice on the base of the tank of diameter 50mm. In how much time The level of water will fall to the depth of 2m The tank will completely empty Take Cd= 0.62 (b) What is a “Cippoletti weir” ?Prove that the side slope of a Cippoletti weir is 1:4. (c) What is meant by “Hydraulic coefficient”? Explain different types of hydraulic coefficients.Please give me right solution... Please remember I want correct solution A rectangular weir having a length of one meter is constructed at one end of a tank having a square section 20 x 20m and a height 10m. If the initial head on the weir is 1m, determine the time required to discharge a volume of 72 cu.m.Water áows in a rectangular channel of width, w. In some cases, the water may suddenly increase in elevation as shown in the figure (from h1 to h2) through a highly disturbed region called a hydraulic jump. Assume the velocity is uniform at stations 1 and 2, and assume the pressures are distributed hydrostatically. Using the Bernoulli equation and whatever other necessary equation(s), finnd the equation (cubic) for the downstream depth, h2, in terms of h1, V1, and g.