If pumping at well 1 at 200 gal/min (gpm), find the drawdown observed in well 2 after 120 minutes Distance from well 1 to well 2 = K (cm/s) = n= b= S= T (ft^2/day) = W(u) 10 1 0.1 0.01 0.1 1 50 ft 6E-04 cm/s 0.28 30 ft 0.003 51 10 1/u Well Function Graph 100 1000 10000

Q: 40 76 52 80 133 200 227 533 800 1067 2000 2667 3200 the stage for a discharge of 3500 cms.

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Q: Solve the following loop to estimate water flows using the Hardy Cross method 20 100 =3 r-5 1=2 50…

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Q: Water flows steadily through a pipe junction as shown in the diagram. The velocities provided are…

A: Given Data Velocity in pipe-1 (V1) = 5 m/s  Velocity in pipe-3 (V3) = 12 m/s  Area of pipe-1 (A1) =…

Q: 8.1 The storage, elevation and outflow data of a reservoir are given below: Storage 10 m² Outflow…

A: Since 8.1 and 8.2 are both separate question,so as per bartleby guidelines, solving first one…

Q: Q2: For a certain river, the following data were obtained for the cross section at a selected…

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Q: Question 12 of 23 A flow os 0.413 m3/s was measured from a rectangular channel flowing 1.20 m wide…

A: Calculate the roughness of the lining of the channel,n=?

Q: The 2-hr unit hydrograph is given in the table. Determine the 6-hr unit hydrograph. Use the given…

A: given data  time 2hr unit hydrograph  0 0 1 15 2 21 3 18 4 6 5 0

Q: Determine the volumetric flow of water in m3/hr flowing in a pipe having a diameter of 40 mm through…

A: Given data: D=40 mm=0.04 md=20 mm=0.02 m∆Hhg=15 cm=0.15 mRa=105ρ=1000 kg/m3ν=10-2…

Q: 2) A simple water distribution system is shown in the diagram below. Determine the flowrate (cfs)…

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Q: 3: The following water network supplies the demand or town with a population Sabo. Design the…

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Q: tain channel. Find the extension of rating ese data, using Logarithmic and Leas ethods with two…

A: Given:- Stage  in m discharge To find:- extension of rating curve a=0 a≠0

Q: (c) The outflow rate (ft3/s) and storage (ft³/s-hr) for an emergency spillway of a certain reservoir…

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Q: A well in an unconfined aquifer was pumped at a rate of 900 m³/day. Drawdown was measured in a fully…

A: Given, Flow rate (Q) = 900 m3/day Radial distance (r) = 85 m

Q: Q#2:…

A: The discharge is given by: Q=A×V Where, A = Cross sectional area = Width×Depth V = Velocity = a×n+b…

Q: (b) The hydrograph resulting from an 8-hr storm over a catchment area of 4000 km² given in the table…

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Q: Three reserviors P, Q, and R are interconnected by pipes as shown in the figure (not drawn to the…

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Q: Two wells are located at points A and B respectively. Point C is the middle point between A and B.…

A: draw down at C is 7 inches

Q: Route the inflow hydrograph tabulated in the following

A: ##Calculate of outflow discharge of river by doing  flood routing by muskigham method ###

Q: Problem 1 The pipe assembly shown has the following properties: Pipe Length (ft) Diameter (in) 2000…

A: Darcy - Weisbach Equation  hL = fLv2D2g  where  hL = Head loss L = length V = velocity D = diameter…

Q: SITUATION 4. AN OIL WITH SG = 0.86 FLOWS THROUGH A PIPE 30in. IN DIAMETER AT 700gpm 5. Determine the…

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Q: The water passes through a rectangular notch in the weir that is 1.5 meters wide and the height of…

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Q: Q2) The velocity distribution for turbulent flow in pipes can be represented by the following…

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Q: , wastewater treatment plant (Fig. 5). Given that the v is hi = 0.8 m, calculate the corresponding…

A: Assumptions : Flow is steady  irrotational flow Cd=0.98 Flow is continuos

Q: Q2/ If the flow rate of water through the pipe system shown in Figure shown 2 below is 0.05 (m/s)…

A: Flow rate, Q = 0.05 m3/s Total head loss, hL = 0.9 m Friction factor, f = 0.02 Pipe A: LA = 300 m DA…

Q: Water flows through a venturi meter whose inlet diameter is 31 cm and throat diameter is 19 cm. The…

A: Q=A1V1=A2V2The discharge is same in Both inlet and outletA1=π4×0.312=0.0754…

Q: Question 2 For the square loop shown below, find the discharges in each pipe, AB, BC, CD and AD,…

A: Find: Discharge in AB, BC, CD and AD using Hardy cross method

Q: 1: A hydraulic structure on a stream has been designed for return periods of 50 and 100 years.…

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Q: A flow distribution network is shown in Figure B. Use Darcy's Weisbach equation to calculate the…

A: Assume the distributed flow: Total inflow is equal to total outflow.

Q: A sewage treatment plant for a town with 120000 population and water average temperature of 20'C…

A: Note- Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question…

Q: Q6: The figure represents a homogeneous earth dam with a horizontal filter. The construction cost…

A: The equation of Parabola,                                            x2+y2 = x+y Let , BC' =…

Q: total head loss from A to D equal to 9m. PIPES Length (m) Diameter (mm) Hazen, C A 400 200 130 в 366…

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Q: Q4 Table Q4 shows the details of the storm hydrograph with the corresponding direct discharge. The…

A: Given data:   It is asked to determine 1. Unit hydrographs ordinates Using convolution method,…

Q: Problem 2: Manometer and Pipe h S = 0.8 300 mm dia Water flows past a manometer as shown. The…

A: Given Deflection 0.12 mSpecific gravity 0.8To find out Velocity