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.

Q: Compute the discharges for the pipes of the network shown below. Use the Hardy Cross method. Only…

A: Since the flow which are to be assumed are given, continuity is to be checked, that is  Flow into a…

Q: For the branching pipe system in the figure below, if the discharge through pipe A is given, which…

A: The branching pipe system is given in the above figure. Discharge through pipe A is given.  We have…

Q: Reservoirs A and B with water levels at 72 m and 57 m respectively above datum are connected to a…

A:

Q: Solve for the water discharges in cach steel pipe as shown in Figure 3. You may assume that the…

A:

Q: You are in charge of evaluating a segment of aqueduct pipe (diameter: 30cm). You know that pt. A has…

A: Diameter = 0.3 m PA = 500 kPa LAB = 100 m QAB = 175 L/s = 0.175 m3/s C = 100 Find: (a) Head lost…

Q: You are designing a storm drain for a new parking lot. The topographic conditions at the site…

A: Pipe slope = 0.013Flowrate = 17 cfsConsider, the use of concrete pipe (n= 0.013)use of corrugated…

Q: The pressure heads are measured at two sections in a pipeline and are found to be 8.3 m at point A…

A: Step 1: Step 2: Step 3: Step 4:

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 volumetric flow through the pump in the figure is Q = 0.014 m3 / s. The fluid being pumped is…

A:

Q: Add the energy grade line (EGL) as a solid line and the hydraulic grade line (HGL) as a dashed line…

A: The pressure head,

Q: A 25 cm circular pipe carries 2536.06 gpm of water under a pressure of 200 pa. The pipe is laid at…

A:

Q: Q2: A is 4500 m length-gas flow line, and B is 2000 m length-liquid flow line (0.1 m diameter) both…

A: Given:-L=2000mleft side length=2500mmPressure at A - pipe line inlet=2400kPaPressure at C pipe line…

Q: Water at T = 25°C is drawn from an underground detention tank and discharged into a drain using a…

A:

Q: The pipe diameter is 800mm. The ultrasonic measurements recorded are: Pipe centerline velocity = 4.9…

A:

Q: 2. Given H = 1.8 m & D = 0.2 m through the hole in the open top container. Determine the head losses…

A: GIVEN :- Head , H = 1.8 m Diameter of hole, D = 0.2 m Exit discharge, Q = 0.163 m3/s To Determine :-…

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.