Q3. A settling basin for a hydraulic power unit is to be designed. The diverted water discharge is 5 m/sec. The quartz sediment particles (having specific gravity of 2.65) larger than 0.40 mm is not wanted to be present in the diverted water at the outlet of the settling basin. The density of the water in the settling basin is about 1.033 ton/m³. Calculate the total width, depth, and effective length of the basin and draw the plan view and longitudinal profile of the settling basin.

Q: 542.A hydraulic jump was established in the river. The depth before the jump measured 3.38 cm and…

A: Given data in question  Depths of flow Width of channel Discharge  To find out  Type of jump

Q: Q3) Determine the depth and width at average and minimum flow and dimensions the weir plate of…

A:

Q: For the flow situation below whereby saturated unit weight of soil is 19.62 kN/m^3 and unit weight…

A:

Q: Water with density of 1000 kg/m and viscosity of 0.001 Pas is to flow from reservoir A to reservoir…

A:

Q: a hydraulic jump is to be formed in a channel carrying a discharge 0f 0.8m^3/s/m width of a channel…

A: solution Given discharge per unit width q=0.8 m3s.mdepth of the flow y1=0.25m

Q: 1 m A Soil B 1 m 0.8 m Datum Table Figure Q2 (b) (i) Total head at A and B (ii) Hydraulic gradient.…

A: V=2.5 cm3 t=5 sec l=1m

Q: Water flows through a Parshall Flume with a throat width of 4.0 ft at a depth of 7.5 ft. Determine…

A:

Q: Determine the smallest base length b of the concrete gravity dam that will prevent the dam from…

A:

Q: Explain the difference between the hydraulic (piezometric) head and the total energy. Under uniform…

A:

Q: A well with a diameter of 18 in. penetrates an unconfined aquifer that is 100ft thick. Two…

A: To Find :- Steady state discharge Q

Q: AR²/351/2 Derive Manning's equation for turbulent and uniform flow: Q = where Q is " n in m³/s; A,…

A:

Q: A liquid flows at a depth of 400 mm with an average velocity of 6 m/s in a rectangular channel.…

A:

Q: An earthen channel with a based 3 m wide and side slopes 1:1 carries water with a depth of 1m. The…

A:

Q: J Find the width of elementary gravity dam whose height is 100 m. Specific gravity 2.2 and seepage…

A: given- height H=100 mspecific gravity SG=2.2seepage coefficient C=0.8

Q: Water flows at a rate of 12 m/s through an almost level channel 3 m wide. The depth gradually…

A: Given:- flow rate=12m3/secwidth of level channel=3mdepth increases =1m to 1.1mlength of flow=5mTo…

Q: Determine the Headloss at Pipe 1 in METERS b.) Determine the Headloss at Pipe 3 in METERS c.)…

A: Solution: Given : Length of pipes=500m Friction factor (f)=0.02 The flow rate in Pipe 1…

Q: 1. Design a pipe culvert using the following data. culvert. Discharge in the stream: 4 m/s Road top…

A:

Q: A hydraulic jump occurs in a triangular flume having side slopes at 1:1. The flow rate is 0.45 m^3,…

A: Find depth after jump, Y2 =?

Q: A- In a rectangular channel, a hydraulic jump occurs at a point where depth of water before and…

A:

Q: PROBLEM I A horizontal water pipeline 50-cm diameter carries a discharge of 0.5 m/s at a pressure of…

A:

Q: A hydraulic jump occurs in a trapezoidal channel with side slope of 1V:2H and base width of 3.8m. If…

A:

Q: Example 4: Water on a horizontal apron of a 100 ft wide spillway is shown below has a depth of 0.60…

A: from any dam or water retaining structure when water pass from higher altitude and flow over…

Q: The siphon in Figure 4 is a pipe of diameter D= 0.4 m with roughness ɛ = 0.4 mm. – Calculate the…

A: step 1-

Q: 2. A rectangular channel 4 m wide flows at a flow rate of 10 m^3/s at a depth of yt=2.5m.lf the…

A:

Q: QUESTION 1 A 450 mm diameter culvert has been designed to convey a discharge of Q=0.5342 m³/s of…

A: Given Data The diameter of the culvert = 450 mm The discharge Q = 0.5342 m3/s The length of the…

Q: hydraulic jump is formed in a 4 m wide rectangular open channel at a short distance downstream of a…

A:

Q: Water flows through a 4m wide rectangular channel at a flow depth of 0.5m. Then, a hydraulic jump…

A:

Q: Weir (use Q=1.84LH^3/2) The head over the weir (L=200m) after a heavy rainfall was 4m. Determine the…

A:

Q: a. Calculate the flow rate out of the reservoir, if at the discharge (point C) the cros sectional…

A: Given -

Q: Q3:calculate the head water at entrance of box culvert (2x2 m & 30 M length) shown in Fig.2 for…

A: Given- Q=6m3/sA=2×2m2A=4m2L=30mKe=0.5Kd=1n=0.013

Q: For the flow net shown below, calculate: a. Flow Rate per unit length. b. Uplift force per unit…

A: Given: Total head H=10-2=8 mUnit weight γ=19 KN/m3 Permeability k=1×10-5 m/secNo. of flow channels…

Q: Determine the energy and hydraulic grade lines for the following system 0.37 0.08-m Free diameter…

A: Given:- A flow in the system is given  The head of water in tube 1 = h The head of the water in tube…

Q: Consider a heterogeneous system in which groundwater flow is parallel to layers of varying hydraulic…

A: Given heterogenous system The gradient of the system, i =The gradient of the system, i=∆h∆x=0.13

Q: Layer 1: H = 1.6 m, k = 4.5 m/day Layer 2: H = 2.3 m, k = 3.5 m/day Layer 3: H = 1.4 m, k = 3.1…

A:

Q: A horizontal water pipeline 50-cm diameter carries a discharge of 0.5 m³/s at a pressure of 55…

A:

Q: Three reservoirs A, B and C whose water surface elevations are 60ft, 50ft and 32 ft respectively,…

A: f=0.02

Q: 5) A hydraulic jump occurs in a rectangular channel 3 m wide. The water depth after the jump is 2.0…

A: Given data  Width Depth after jump Bottom slope Roughness coefficient

Q: For the flow net shown below, the soil saturated unit weight is 20 kN/m³, water unit weight is 10…

A: NOTE : As per our guidelines we are supposed to answer first three sub parts kindly repost other as…

Q: d loss from the reservoir to the gage is equal to twice the velocity cm pipe. p = 100 kPa

A:

Q: A hydraulic jump is formed in a 2 m wide rectangular channel which is horizontal and frictionless.…

A:

Q: H.W.: A concrete pipe culvert is to be constructed under road to carry a maximum discharge 9 m3/sec.…

A: Given - Discharge  = Q = 9m3secLength of pipe = L = 10mSlope = S = 1100   Formula used -  By…

Q: Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3 connected in series…

A: Given, L1 = 170 m L2 = 300 m L3 = 210 m

Q: The three-reservoir system is shown below: The elevation of Reservoir at A is 130m and at C is 30m.…

A: Elevation of reservoir A = 130 m Elevation of reservoir C = 30m Flow rate at pipe 1,   Q1= 2.1 m3/s…

Q: calculate the total head losses for invert siphon required under road if the bed width of canal is…

A: Given, L = 41.3 m D = 145.8 mm  V = 0.82 m/s

Q: Wellpoint- Flow Original GWL 2 m Excavation 0.1 m Drawdown 8 m 0.5 m k = 5.8 x 105 m's 4, = 13.2 x…

A: Given    Radius of well = 0.1 m  groundwater at the far edge of the excavation must be 0.5 m below…

Q: Q5 Consider seepage occurring in the soil layers within the U-tube below. It is given that: H=1.5m;…

A:

Q: Two reservoirs are connected by a pipeline consisting of pipe 1, pipe 2, pipe 3 connected in series…

A:

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.