Consider that the flow rate of 0.020 cumecs is being conveyed from Reservoir A to Reservoir B. Concrete pipes are used for conveyance and they are connected in series. Find the difference in water surface elevations in the reservoirs. Minor losses can be neglected. (For getting maximum marks in this question, assume different coeffiecents of loss at appropriate locations, identify them, compute minor losses and then find the elevation difference . Subject Name is Advance Fluid Mechanics

Q: A pipeline 15km long, a 361mm diameter and with roughness ε = 0.03mm, conveys water from a reservoir…

A: To Determine Quantity of flow, Q

Q: Determine the total seepage loss per meter length of the dam (in m/day/m). Given X = 18 m; Y = 4 m;…

A: From figure:NF=number of flow channels=4ND=number of equipotential depths=10we have…

Q: 5- An earth dam is shown below. Determine the seepage rate, q, in ft/day/ft length. Given: a1=35°,…

A:

Q: Two horizontal pipes in series , each 1000 ft long and discahrges water at the rate of 4.75 ft^3/s,…

A:

Q: 2. A 20-cm-diameter confined-aquifer well is pumped at a constant rate of 15 L/s. After 10 days of…

A:

Q: Estimate the seepage under the concrete dam shown in the figure below in cubic feet per day using…

A: The given data is: Length of dam (L) = 400 ft Flow length (B) = 200 ft Permeability of soil (k) =…

Q: Use a flow net to compute the amount of seepage of cofferdam in the following figure. Submit your…

A:

Q: A storm water discharge of 1.5 m/s flows along a reinforced concrete box culvert with n = 0.015 and…

A:

Q: observe the head and drawdown of the groundwater. Calculate the steady flow pumping required for the…

A: Given: Confined depth = 40 mh1 = 85.3 mh2 = 90.6 mr1 = 30 mr2 = 100 m

Q: (c) A well fully penetrated in a 30 m thick confined aquifer. After a long period of pumping at a…

A: The flow rate is Q=3250 m3/day or Q=0.04 m3/s. The distances are, r1=50 mr2=125 m The drawdowns are,…

Q: A weir installed at the end of a rectangular channel controls the flow of water. The rate of flow is…

A:

Q: A 50 dm diameter well gives a discharge of 0.05 m³/sec. Two observations well were made at a…

A: Given data,  q = 0.05 m³/s B = 10 m Diameter of well = 5 meter

Q: Two reservoirs are connected with 4500 ft of 10-in diameter pipeline (ks = 0.005 in). Determine the…

A:

Q: In figure, if K ent.=0.6, Kexit=1,- Kelbow=0.75, Kvalve= 10, V=7 ft/s, diameter =0.5 ft, the minor…

A:

Q: The following information are given: Mud density= 10 ppg, depth=D11000 ft., It is required to use…

A: The given data is shown below: Mud density=10 ppgDepth=11000 ftHydrostatic pressure=450 psiWater…

Q: The following criteria are needed to reach the "steady state" EXCEPT.. i. The water level in the…

A: The following criteria are needed to reach the "steady state" EXCEPT..  iv. The water level in all…

Q: Length, ft Permeability, md 150 200 80 50 300 30 500 20 200 10 Calculate the average permeability of…

A:

Q: Three pipes of different lengths and diameters connected in series as shown discharges 0.16 m³/s. If…

A:

Q: A parallel pipe net work connects the bottom of two reserviors. The head difference between the…

A:

Q: A flow test was conducted on an old existing pipeline to determine the coefficient C for the Hazen…

A: C = 63.84Explanation:

Q: Situation 5 - A 0.60 m diameter pipeline 30 m long carries 0.4 m^3/s of water.   a. Compute the…

A: given - pipe diameter D = 0.6 m  pipe length L = 30 m  discharge , Q = 0.4 m3/sec

Q: The peak flow data for 5 years is provided in the table below. Based on the table below, what are…

A: Determine the a, b and c value in above table.

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A:

Q: State the assumption in Dupuiť's solution. Show that using this assumption, Casagrande's confocal…

A: Introduction- About engineering piqued his interest in economics, which he self-taught. His 1844…

Q: estimate the quantity of flow

A: Reservoir: - It is defined as a natural or artificial place where water is to be stored for the use…

Q: 1. If the flow out is 200 mm³/sec in figure 1, find K1 and K2 dh = 0.01 mm/sec, dt 2. In figure 2,…

A:

Q: A concrete pipe culvert 3 ft in diameter and 10 m long has a difference in water level at the outlet…

A:

Q: With an observation well situated is 69.7 ft away from the pumping well (which is pumping at the…

A: Answer  Based on the given data, we can use Cooper-Jabob method of solution to obtain T,K and S.…

Q: Drawdown in the pumping test refers to: a) The amount of water level decline in a well due to…

A: The ground water which is stored between the rocks are called as aquifer. The aquifers are…

Q: |. The velocity of flow through a channel is

A: To find : Velocity of flow

Q: Q3 Figure Q3 shows a flow net for flow through a weir, the base of which is 2m below the ground…

A: To find the 1. Total head 2. Uplift pressure 3.total rate of seepage 4.average hydraulic gradient at…

Q: Q1#: For the concrete Dam shown in figure, determine the total average seepage for the given…

A: To find total seepage

Q: Manning's equation is Q = where Cm AR 2/3 1/2 n Q = Cm = = flow (m³/s) 1.49 USC system 1.00 SI…

A: D = 275.3317482 8/3√(Qn/S1/2)Explanation:

Q: form flow of water in a wide channel with a velocity of 8 m/s and flow depth of 0.8 m. Water flows…

A: Data provided-   V1 = 8 m/s , y1 =0.8 m     Total energy at (1) =E1   E1 = y1 +V122g=(0.8+822×9.81)…

Q: The peak flow data for 5 years is provided in the table below. Based on the table below, what are…

A: Determine the a, b and c value in above table.

Q: ngure (a) What are the boundaries to this flow field? Label each of the four boundaries, noting the…

A: Uplift pressure is also called hydrostatic uplift and in general, is an upward pressure applied to a…

Q: Water content is proportional? A- inversely with hydraulic conductivity. B-directly with soil…

A: Water Content : It is the ratio of weight of water to that of weight of solid.

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A: To Determine The minimum diameter (mm) of the pipe that could replace all three pipe, (D)

Q: Two reservoirs are interconnected with a piping network as shown in Figure 3. Water is drawn off at…

A: The figure given is 2 reservoirs interconnected with a pipe network Head between two reservoirs is…

Q: Three reservoirs A,B,C are interconnected as shown in figure. The elevations of free surface in…

A: Data given ZA = 100 m ZB = 90 m Pipe 1: Length, L1 = 1500 m Discharge Modulus, K1 = 0.6 m3/s Flow…

Field applications of hydraulic conductivity

Hydraulic conductivity is one of the hydraulic properties of soil defined as a measurement of the ability of a porous medium to permit water movement or fluid flow through it. It is denoted by the letter K. It is influenced by the density and viscosity of the fluid. It is also called permeability. Hydraulic conductivity is defined as the ratio of velocity to the hydraulic gradient. The different methods used to determine the hydraulic conductivity are laboratory methods (constant head permeability tests and falling head tests), in-situ field methods (pumping in and pumping out tests), small scale field tests (infiltration tests and slug tests), and indirect methods such as estimation from grain size, consolidation test data, and horizontal capillary test. The pedotransfer function (PTF) method is a specific empirical estimating approach employed in the soil sciences is also used to determine the hydraulic conductivity of the soil.