3. Two adjacent communities are represented by the simplified system shown below.Determine the water consumption and pressure at A if the pump pressure is 425 kPa, and theconsumption and pressure at B are 50 L/s and 275 kPa respectively. Draw the HGL. Note, theelevation of the pump and communities A and B are provided in m.B310.00305.00Pump300.004000.00400 Ø1000.00300 ØC = 100C=140

1: Head Loss CalculationsWater Density (ρ): 1000 kg/m³Acceleration due to Gravity (g): 9.81…

Answered: 3. Two adjacent communities are…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Plz, solve the parts of this question. Hydraulics. My Reg.No: 5395 Question # 02:a). The flow rate in a long rectangular channel (n = 0.014) is equal to the last three digits of your registration number in cubic feet per second. The channel is 12ft wide and there is an abrupt change in slope from 0.0019 to 0.018. PLOT a figure showing normal depths, critical depths and water surface profiles? b).Using Rayleigh’s procedure, PRODUCE an expression for the discharge over a spillway (Q) which is a function of head above spillway (H), height of spillway (h), velocity of flow (V) and acceleration due to gravity (g)?
Hydraulic structure Q.2: Given the following data of a head regulator: The discharge= 60 cumecs, bed level of the canal-52.2m, crest level of the regulator=52.8m, upstream water level-54.2m, downstream water level=53.9m. The dimension of gates= (2.5x3)m and the thickness of the piers is 0.9m. Neglect the velocity head and use coefficients of discharge= 0.8 and 0.577. Determine the water way of the regulator
A 500 mm diameter pipe is laid on a slope of 0.002 and is to carry 40 liters/sec. Using n = 0.013, determine the depth of flow.
Consider inviscid stagnation flow, ψ =Kxy (see Fig. 8.19b),superimposed with a source at the origin of strength m. Plotthe resulting streamlines in the upper half-plane, using thelength scale a =(m/K)1/2. Give a physical interpretation ofthe flow pattern.
Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16 ft and water depth of 4.5ft. The channel bottom drops 0.1ft every 100ft. Length, n=0.015. Show Complete Solutiona. Compute the velocity in ft/s (using Manning, Kutter)b. Compute the flow rate in ft3/s (using Manning, Kutter)
Reservoir A has an elevation of 100 m. A pipe is connected from Reservoir A to Reservoir B. It has a length of 1000 m. and diameter of 600 mm. A pump is installed near Reservoir A and has a rating of 500 hp. If C = 110, rate flow is 550 L/s, a. Determine the head supplied by the pump in meters. (Answer: 69.132) b. Compute the max. elevation in meters of Reservoir B that the pump could supply. (Answer: 162.025)
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A main pipe distributing water has a diameter of 158 mm and is distributed into three outlets. Thefirst outlet has a velocity rate of 10m/s and a diameter of 50mm. The second outlet has a velocity rate of11m/s and a diameter of 75mm. The third outlet has a flow rate of 0.265619 m^3/s moving at avelocity of 15m/s. a) What is the Total flow rate in the main pipe? b) What is the diameter of the third outlet?c) A storage tank is provided for the second outlet, how much mass is stored after 1min and 35 seconds? d)What is the velocity at the main pipe? e) what are the mass flowrate of the three outlets? f) what are theweight flowrate of the three outlets?
Plz, solve all the parts of this problem. Use Excel sheet. Reg.No: 5395 Hydraulics A rectangular channel carrying 30 cfs has a bottom width of 4 ft. Manning roughness coefficient is 0.0a, where a = last digit of your registration number. Assume ten different depths of the flow and DEVELOP a specific energy diagram, using Excel sheet, for the given flow in this channel. Show (CLO3) 1) All the alternate depths and the corresponding energies. 2) The critical flow parameters. 3) Relationship between specific energy and the depth of flow for no velocity in a given channel
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