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

Q: An unfinished concrete duct, of diameter 1.5 m, is flowinghalf-full at 8.0 m3/s. (a) Is this a…

A: Hello. Since your question has multiple sub-parts, we will solve the first three sub-parts for you.…

Q: Example 10.8 Hydraulic Jump Water on the horizontal apron of the 30 m -wide spillway shown in Fig.…

A: Given:

Q: For more than a century, woodsmen harvested trees inSkowhegan, ME, elevation 171 ft, and fl oated…

A: Given data: Length of the channel , L = 72 miles = 380160 ft Skowhegan elevation, z1 = 171 ft…

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

A: given data-L=1mn=1120m2crest is at Elev H=4.50t=?

Q: standard weir 1.0 ft high in a flume 1.996 ft wide at a head of 0.5171 ft showed a total volume of…

A:

Q: Part D. Compute the following quantities: (a) Velocity of flow at section 1. (b) Specific energy…

A: Since you have posted a question with multiple sub-parts, we will solve the first three subparts for…

Q: 4. The discharge from a 150 mm diameter orifice under a head of 3.05m and coefficient of discharge,…

A: Given: The diameter of the orifice is, D=150 mm. The value of head is, Ho= 3.05 m. The coefficient…

Q: For the water channel fl ow of Fig.=, h 1 = 0.45 ft,H = 2.2 ft, and V 1 = 16 ft/s. Neglecting losses…

A: Write the given data.

Q: Q5, 3 m wide. The depths y: and y2 are 2 m and 5 cm, respectively. The horizontal distances between…

A:

Q: An unfinished-concrete 6-ft-diameter sewer pipe flows halffull. What is the appropriate slope to…

A: Given data: The diameter of the pipe, d = 6 ft. The discharge through pipe, Q = 50,000 gal/min.…

Q: In Fig.  let V0 = 1 m/s and y0 = 1 m. If the maximumbump height is 15 cm, estimate (a) the Froude…

A: Given data: The bump height, Δh = 15 cm. The approach velocity is, V0 = 1 m/s. The approach water…

Q: An unfi nished concrete sewer pipe, of diameter 4 ft, isfl owing half-full at 39,500 U.S. gallons…

A: Given data: The diameter of pipe, d = 4 ft. The discharge through pipe, Q = 39500 U.S gallons per…

Q: A wide-channel fl ow undergoes a hydraulic jump from 40to 140 cm. Estimate (a) V1, (b) V2, (c) the…

A: Since we only solve up to three subparts, we will solve the first three. Please resubmit the…

Q: Find the best hydraulic section for rectangular section of 0.5m3/s and 1.2m/s

A: Given, Discharge, Q=0.5m3/sVelocity,V=1.2m/sTo calculate-Best hydraulic section for rectangular…

Q: 150. Estimate the required depth (ft) of flow of water over a straight drop spillway 14 ft in length…

A: Length of the spillway (L) = 14 ft = (14×0.3048) = 4.2672 m (1 ft = 0.3048 m) Runoff (Q) = 40000 gpm…

Q: Q3: Design a rectangular box culvert flowing partially full as a bridge crossing in a lined canal…

A: Givenl = 35mb = 4.2ms = 0.003n = 0.017Q = 13.8m3/sSolution:to find normal depth:from manning's…

Q: A 4-ft-diameter finished-concrete sewer pipe is half full ofwater. (a) In the spirit of Fig.…

A: Given data: The diameter of pipe, d = 4 ft. Calculate the area of the half-full channel, by using…

Q: A: Flow is being measured by a Parshall flume with the following dimensions: 1830 mm. 13 1795 mm. C…

A:

Q: 5. A rectangular flume made of planed timber(n=0.12) has a slope of 1m per km. If the flume will…

A:

Q: A submerged sharp crested weir 0.81 m high stands clear across a channel having vertical sides and…

A: Given Height = 0.81 Width = 3.15m Approach depth = 1.26m Downstream depth = 10.5m Water depth =…

Q: A rectangular weir having a length of one meter is constructed at one end of a tank having a square…

A: Given: The length of rectangular weir, L = 1 mtr The area of weir, A = 20x20 m The width of weir, b…

Q: 2. A flow of water of 100 litres per second flows down in a rectangular flume of width 60 cm having…

A: Given data: Discharge (Q) = 100 lts/s                        = 100/1000                        = 0.1…

Q: dal section, the mos

A: given::

Q: A trapezoidal canal with side slopes of 2:1(H:V) has a bottom width of 10 ft and carries a flow of…

A: (a). Find the critical depth of the flow in the trapezoidal channel by; Q2g=A3Ey=yc Here, A is the…

Q: The rounded head on the inner water flow in flow over weirs experiment is used for

A: Option (d) is  correct. Rounded head on the inner water flow in flow over weirs experiment is used…

Q: A suppressed weir is under a head of 1.65m. The weir is 2.5m long and has a height of 4.5m. What is…

A: Given details: H=1.65 mB=2.5 mP=4.5 m Formula used: Q=23CD×2g×BH3/2

Q: 3.94 (2) Water flows in a rectangular channel that is 2.0 m wide as shown in Fig. P3.94. The up-…

A:

Q: A rectangular notch of length 1.2 m is fitted in a channel. The head of water over the notch is 450…

A: GIVEN DATA - FOR RECTANGULAR NOTCH L=1.2m , H=450mm FOR TRIANGULAR NOTCH 60' ANGLE WE HAVE TO FIND…

Q: An irrigation channel of trapezoidal section, having side slopes 3 horizontal to 2 vertical, is to…

A:

Q: The Tupperware dam on the Blackstone River is 12 ft high,100 ft wide, and sharp-edged. It creates a…

A: Note: the given diagram is not according to the flow conditions. The actual diagram according the…

Q: Water flows through a rectangular channel with a width b = 2 m and a height (Pw) = 1 m, the flow…

A: We have given Water flows through a rectangular channel with a width b = 2 m and a height (Pw) = 1…

Q: Figure shows a horizontal flow of water through asluice gate, a hydraulic jump, and over a 6-ft…

A: Discharge,Q=cdHb2gy1Coefficient of…

Q: wide as shown. The upstream depth is 70 mm. The water surface rises 40 mm as it passes over a…

A: Solution -  Given data — width of channel -0.5 m

Q: Uniform water flow in a wide brick channel of slope 0.02°moves over a 10-cm bump as in Fig.. A…

A: For brickwork, take n= 0.015. Since the water level decreases over the bump, the upstream flow is…

Q: A sharp-crested triangular weir with a notch angle of 80° is used to measure the discharge rate of…

A: Given Data The sharp-crested triangular weir with a notch angle of 80°  For Sharp crested triangular…

Q: 1) Show that the expression for head loss in a half full pipe is stilh, = f - 2g D Why is it the…

A: A pipe is a closed channel through which the fluid flows under pressure. Pipe runs at full fluid…

Q: If a rectangular sharp-crested weir 1.25m long with no end contractions were to replace the…

A: For rectangle weir discharge is given by Q=23Cd×L×2g×H32 where Cd=co-efficient of dischargeL=length…

Q: A circular jet of water impinges on a flat plate as shown in Figure P10.49. The water spreads out…

A: given data;exit velocity (V)=10m/sexit diameter(D)=10mm=0.01mR=8D=8*0.01=0.08mdepth…

Q: m/s. If the maximum water depth is 0.5 m, determine the hydraulic radius, the Reynolds number, and…

A:

Q: Consider a rectangular channel 3 m wide laid on a 1°slope. If the water depth is 2 m, the hydraulic…

A: Given data⇒b=3md=2m

Fluid Dynamics

The study of the flow of gases and liquids, usually in and around solid surfaces, is known as fluid dynamics in physics and engineering. Fluid dynamics, for example, can be used to evaluate the movement of air through an airplane wing or the surface of a vehicle. It can also be used in ship design to increase the speed at which ships pass through water.