Determine the energy and hydraulic grade lines for the following system 0.37 0.08-m Free diameter jot 0.05-m diameter
Q: 8. Known:Rectangular Hydraulic •Q = 18 m^3 /s •channel, 3 m wide • Unfinished form concrete channel…
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Q: Calculate the exit gradient for the given hydraulic structure: 5m Roor 10 m 4m Downstream- Sheet Pie
A: Given: Floor length, b = 10 m Depth, d = 4 m Maximum seepage head, H = 5 m
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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: A well with a diameter of 18 in. penetrates an unconfined aquifer that is 100 ft thick. Two…
A: solution Given thickness of aquifer B=100ft observation wells are located atr1=100ft and…
Q: Determine the hydraulic radius in meters if the total bottom width is 10 meters. Total Base width 4m…
A: Given data in question Width Heights To find out Hydraulic radius Note The heights 3m , 2m and 3m…
Q: 49. Well A has a piezometer reading of hi and Well B has a piezometer reading of h2. If h2 > hi: a.…
A: Solution (49) Well A has a piezoelectric reading H1 Which will be less than the well B has a…
Q: Find the hydraulic radius of rectangular channel having wetted area 16 m2 anc wetted perimeter 12 m
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Q: The depth of flow of water at a certain section of a rectangular channel 2 m wide is 0.3 m and the…
A: Given: Width = 2 m Depth of flow before jump = 0.3 m Flow rate = 1.5 m3/s
Q: The channel is 2 m wide and transports water at 18 m3 /s. The elevation of the bed is raised 0.25 m.…
A: The flow in upstream is equal to the flow in the downstream, let considering the energy head in the…
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: 2-Comparison between culvert and inverted siphon.
A: (Disclaimer: Since you have asked multiple questions, we will solve the first question for you. If…
Q: 1. Determine the Hydraulic depth for a triangular channel having side slope of 1H:3V and depth 15m.…
A: Given data: Side slope= 1H:3V Depth =15 m Hydraulic depth =?
Q: The radius from the observation well A and B are 150 ft and 300 ft, respectively. The thickness of…
A: The radius of well A (Ra ) = 150ft The radius of well B (Rb) = 300ft Depth of aquifer (D) = 100ft…
Q: An earthen channel with a based 3 m wide and side slopes 1:1 carries water with a depth of 1m. The…
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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: Determine the Hydraulic Radius for the given Open Channel in terms of meter. -0.52 m e = 60° b= 0.8…
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Q: .Water emerges from an ogee spillway with velocity = 13.72 m/s and depth = 0.3 m at its toe. The…
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Q: silt theory. Design an irrigation channel to carry a discharge of 14 cumecs. sių ui s fop1 So Assume…
A: The velocity of the flow is V = Qf214016 The hydraulic mean radius of the flow is R = 52V2f…
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: The discharge through a 2-m wide rectangular channel is 10 m3/s. If the head loss in a hydraulic…
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Q: Compute the hydraulic radius and hydraulic mean depth for a trapezoidal channel -5 m 1.5 m -3 m-
A: Solution:- 1. Hydraulic mean depth:
Q: 1. Design a pipe culvert using the following data. culvert. Discharge in the stream: 4 m/s Road top…
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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: Determine the Hydraulic radius if area oc channel is 20 m2 and wetted perimeter is 14 m
A: Given Area 20m^2 Wetted perimeter 14m Hydraulic radius ?
Q: A hydraulic jump occurs in a triangular flume having a side slope of 1:1. The flow rate is 58.28…
A: Q=58.28m3/s Y1=3m
Q: Determine the hydraulic radius in meters if the total bottom width is 20 meters. Total Base width 3m
A: This problem is related to Fluid mechanics. In this problem given about the dimensions of Tank and…
Q: A concrete-lined rectangular channel (2 ft wide and 100 ft long) carries 200 cfs water 60°F. If the…
A: Given, b=2ft L=100ft Q=200efs d=5ft We know, kinematic viscosity at 70°F=1.052×10-5ft2/s. Manning…
Q: The Hydraulic diameter of a equilateral triangularchannel is 5 cm, the side length is 10cm. The…
A: The given data is as follows: For an equilateral triangular channel,Hydraulic diameter=5 cmSide…
Q: Sketch, the Total Energy Lines and Hydraulic grade lines for the two systems shown in the Figure
A: The energy grade Line or total energy line represents the total head at any point in the system.…
Q: Compute the hydraulic radius and hydraulic mean depth for a smooth concrete-lined channel 6m 1.0…
A: Hydraulic Radius Hydraulic radius is defined as the ratio of the cross-sectional area of a pipe in…
Q: A rectangular channel has a depth of 1.2 m. and a coefficient of roughness of 0.012. The channel is…
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Q: N = 5, Na = 12, q=7.2 m'/day/m 5.22 Draw a flow 37 m net for the T 10 m weir shown in Figure.…
A: Given- K=10-3 cm/sec
Q: Q- Explain the terms 'initial regime' and 'final regime' as explained in Lacey's regime theory of…
A: Initial regime- (1) In the case of initial regime, only the bed slope of the channel varies. The…
Q: Assume uniform flow through a half-full circular channel. a. hydraulic radius (m) b. Reynolds…
A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…
Q: 2. Calculate the Hydraulic Radius for a triangular channel having side slope 2H:4V and a depth of…
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Q: Calculate the hydraulic mean radius Manning's equation for a trapezoidal channel to carry 200 cumec…
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Q: Water flows through a 0.3-meter-deep triangular channel (apex down). The apex is at a 90-degree…
A: Given Depth of triangular channel ,Y1 = 0.3 m Depth of hydraulic Jump ,Y2= 0.9 m
Q: Determine section of Lacey's Regime channel carrying a discharge of 10 m/sec in an alluvium of 0.5…
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Q: A weir has difference of 7m in its water levels and there are 28 equipotential drops and 7 flow…
A: Given: Water level difference, H = 7 m Equipotential drops, Nd = 28 Flow channels, Nf = 7 Specific…
Q: Find the hydraulic radius if wetterd area is 11 m2 and wetted perimeter is 8 m
A: ASKED: To compute the hydraulic radius. Given, Wetted area (A) = 11 m2 Wetted perimeter (P) = 8 m
Q: A circular culvert 164 ft long extends between two reservoirs as shown. The difference in water…
A: Given Data - Length of circular culvert - 164 ft Difference between water surface elevation between…
Q: Determine the best hydraulic section for trapezoidal channel that can carry 200 m3 /min.
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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: A trapezoidal channel with 3.0 m bottom width and 1:l side slope carries a discharge of 10.0 m3/s at…
A: Step 1
Q: A trapezoidal channel with bottom width 3.5 m, side slope 2(H):1.5(V) and bottom slope of 1/250…
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Q: The ratio between discharge and top width of a best hydraulic rectangular channel is 91/50,…
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Q: A hydraulic jump is formed in a 2 m wide rectangular channel which is horizontal and frictionless.…
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Q: Calculate the exit gradient for the given hydraulic structure: 5m Floor 10 m 4m Downstream- Sheet…
A: Given: Floor length, b = 10 m Depth, d = 4 m Maximum seepage head, H = 5 m
Q: A 5.6 m diameter circular concrete culvert has a drainage water flowing at a height of 3.4 m.…
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- 6.8 Calculate the hydraulic detention time (0) of a CSTR with settled-solids recycle if Y = 0.6 g VSS,/g BOD,| ĝ = 20 g BOD,/g VSS,-d K = 20 mg BOD¸/1 b = 0.25/d f, = 0.8 S° = 10,000 mg BOD,/1 X_ = 4000 mg/1 X = 0 0. = 6 d Q = 1000 m³/d %3D Discuss the practicality of treating this rather high-strength soluble wastewater by this method.A parallel pipe net work connects the bottom of two reserviors. The head difference between the reserviors is 20 m. All three pipes have a ks value of 0.052. The lengths of the pipes are 70, 65 and 100 m and the diameters are 0.4, 0.35 and 0.5 m, respectively. Determine the velocity in each of the three pipes.Given the required grout hydraulic head is 10 m, the head of the grout pipe is 1.5m above the ground. The injection point is at a depth of 4 m. The groundwater is 2m above the injection point. Calculate the required grout pressure.
- 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.A 12 inch diameter well was installed in an unconfined aquifer consisting of a 60 foot thick layer of sand. The water table was 15 feet below the ground surface before pumping of the well began. The well was then pumped at a rate of 30 gallons per minute and the water level in the well dropped to 45 feet below the ground surface after a steady-state condition was reached. The radius of well influence is 4000 feet. a) Calculate the permeability of the sand b) Compute and plot the drawdown surfaceB) in an oil - water system, the following fluid and sand data are available: h=D75 ft, hp-15 ft, po=47.5 lb/ft, Pw=63.76 lb/ft, Ho=0.73cp, Bo=1. bbl/STB, rw=3 in, re=1000 ft, ko=D93.5 md calculate: the oil critical rate using Chaney method.
- Need help with C. 8. An aquifer has a hydraulic conductivity of 12 ft/d and an effective porosity of 17% and is under a hydraulic gradient of 0.0055. (A) Compute the specific discharge. (B) Compute the average linear velocity. (C) The water temperature is 14°C and the mean pore diameter is 0.33 mm. Is it permissible to use Darcy's law under these circumstances? What is the reason for your answer?Assignment no. 3 Problem # 1. A 300 mm diameter test well penetrates 24 m. below the static water table. After 24 hours of pumping at 69 liters/sec. The water level in an observation well at a distance of 96m from the test well is lowered 0.60m. And the other observation well at a distance of 34m from the test well, the drawdown is 1.2m. a. Compute the coefficient of permeability of the unconfined aquifer in m/day. b. Compute the transmissibility of the unconfined aquifer in m2/day. Compute the transmissibility of a confined aquifer 8m. thick below the unconfined aquifer in m2/day. I.A concrete pipe 750 mm in diameter is laid to a gradient of 1 in 200.The estimated value of Manning’s ?is 0.012m−1/3s.Calculate the discharge when:(a)the pipe is full;(b)the depth is 90% of maximum.Explain why the answer in (b) exceeds th
- 1. For the setup shown, calculate the pressure difference between points 1 and 2. 2 Oil Oil sg = 0.8 sg = 0.8 1m 2.3т »Hg Hg 0.7m 0.4m 0.8mWater with kinematic viscosity equal to 1.02 x 10-6 m2/s flows in a 1000m long, 150mm diameter pipe (E = 0.00005) at a rate of 30L/s. Solve for the head loss in the pipe.In the below Figure take L = 1000 ft, Di = 2 ft, e 0.005 ft, 20 ft. Deter- %3D La S00 It, D, = 3 ft, e 0.001 ft, 0.00001 ft/sec, and H %3D mine the discharge through the system. B
