Determine the flow distribution of water in thesystem shown in Figure below. Assume constantfriction factors, with f= 0.03. The head-dischargefor the pump is Hp = 70 mel 50 mPipeL (m)D (mm)ΣΚel 48 m1100750850350200200[2][4]3el 0m[5]4500200350250[1][3]

junctions (j = 2), pipes (p=5), and fixed grade nodes (f=3). Hence the number of closed loops is, L…

Answered: Determine the flow distribution of…

Engineering

Civil Engineering

Determine the flow distribution of water

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: For a catchment isohyets are drawn and area is calculated using planimeter as shown in figure. The…

A: as per given isohyets for a catchment area,To the average precipitation over the catchment area

Q: Answer Four Questions 1. The discharge measured in a stream at various stage are given below. Plot…

A: To estimate the discharge at a stage of 9 meters, we will plot the given stage-discharge data and…

Q: What are the possible Conclusions and Recommendations in the picture attached? Obsornes Reynolds…

A: The Obsornes Reynolds Demonstration, as described by the provided data, represents an experimental…

Q: A prismatic tank having variable cross- Atmosphere section (base areas: A¡ = 20 m² and A2 = 10 m²)…

A: dm˙=mass flow rate=ρ2πrdrufrom result…

Q: Present a step by step annotated derivation of the advective velocity equation relating the standard…

Q: Q2: The table below represents the vertical coordinates of the hydrograph of a rainstorm over a…

A: Given data:- Mountain area, A=770 km2 Below table is given; 72 66 60 54 48 42 36 30 24 18 12 6 0…

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

Q: The proposed layout for a small sewerage scheme is shown in Figure A and the data relevant to this…

Q: A trough of water is 8 meters in length and its ends are in the shape of isosceles triangles whose…

Q: The elevations of water surfaces in reservoirs A and B are 300 ft and 250 ft, respectively, and…

A: To Determine the elevation of the surface of reservoir C, El C.

Q: Compute the discharge of a river from the data given in table below. The current meter coefficients…

A: The discharge is given by: Q=A×V Where, A = Cross sectional area = Width×Depth V = Velocity of river…

Q: Given the inflow and outflow discharges: Time (h) Inflow (m³/s) Outflow (m³/s) 1 93 85 3 208 114 442…

Q: What do you understand by Water Balance Equation? Derive Water Budget Equation

A: Water budget equation the eqn which accounts the water movement into and out of the storage along…

Q: What type of flow does the following diagram represent?

A: Since the velocity changes with time so it is generally Non-Steady flow . Because at particular…

Q: Derive the best efficient (hydraulic) x-section of a triangular, trapezoidal, and rectangular canal.

Q: indicates that an overflow produce satisfactory removal for a depth of 3.1 m. It is decided to have…

A: Given- Rate of flow. Q =1500 m3/day Overflow rate.OFR =20m/day Removal depth =3.1 m 2 circular…

Q: Water flow at depth of 20 cm with a velocity of 30 m/s in a rectangular channel. Is flow is…

Q: 10. The continuity equation of two- dimensional steady incompressible flow is du a) %3D dy ди 1 ду…

A: Answer: a Explaination:- According to continuity equation, the two dimensional steady…

Q: A river basin contains 6 rainfall stations with the annual data given in the table below. How many…

Q: n a hydrologic basin, there are eight precipitation measurement stations. Precipitation d and their…

A: Given:- Precipitation Partial Area To find:- average precipitation using a) Arithmetic Mean method…

Q: 0 6 12 18 24 30 36 42 48 54 60 20 80 210 240 | 215 | 170 | 130 90 | 60 | 40 28 Outflow (m³/s) 20 |…

Q: uskingum coefficient K and x are 8 hours and 0.2, respectiv Calculate the coefficient of Co, Ci and…

Q: Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water…

Q: The given table shows a unit hydrograph of 2-hour duration. Derive 6-hour unit hydrograph for the…

A: Given data- 2-hour Unit Hydrograph is given- To Find- It is needed to find the 6-hour Unit…

Q: (Engineering fluid ) How are head loss and slope related for noun uniform flow, as compared to…

A: Non-uniform flow-Non-uniform flow is a flow when the velocity of flowing fluid changes at different…

Q: Question Hydrology- The number of revolutions of a current meter in 40 s time was found to be 12 and…

A: Given- The number of revolutions of current meter in 40 s time = 12 and 30, Velocity of flow = 0.3…

Q: /Separate the given hydrograph in to its components using method four, if the catchment area is 7000…

A: Time(day) Direct runoff Discharge (m3/s 1 12 2 28 3 180 4 1900 5 2200…

Q: iven a portion of a water supply pipe network system below. Determine the actual ow in each pipe and…

A: First, draw the loop diagram separate them like loops 1 and 2: derive the table formulas and Do the…

Q: 3. The Inflow nydrograph thể table Is for flöws óbserved at a river cross-section over two days.…

A: Outflow routing is derived by using muskingum method Given K = 11 hr X = 0.13 Intial outflow is…

Q: Q3: The Different Types of Flow? Q4: what is Bernoulli equation applications?.

A: Q3 The different Types of Flow ? Q4 What is Bernoulli equation applications?

Q: Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as…

Q: Following are the data of gauge and discharge collected at a particular section of the river by…

A: Given, a=9.375 Q=3500 cms G= 25 m

Q: 4) The contour map of the lake below shows its hydrography. Compute the capacity of the lake given…

Q: Surface Water Budget 2017 Percentage to Long term Rate Hydrological Volumes Percentage to Long-term…

A: This is the surface water budget of 2017 in some country .this is the comparision of hydrological…

Q: 2.1.1 One pump is 2.1.2 Two pumps are used in series. 2.1.3 Two pumps are used in parallel.

A: a) When one pump is used From curve, H=25+(77.46Q)2 Q (m3 /s) Head, H(m) η(%) H(m) System curve…

Q: how complete formulas and solutions and round off to 3 decimal places. Enclose all answers a) draw…

Question

100%

Determine the flow distribution of water in the
system shown in Figure below. Assume constant
friction factors, with f= 0.03. The head-discharge
for the pump is Hp = 70 m
el 50 m
Pipe
L (m)
D (mm)
ΣΚ
el 48 m
1
100
750
850
350
200
200
[2]
[4]
3
el 0m
[5]
4
500
200
350
250
[1]
[3]

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Civil engineeringA community need everyday a volume of water equal to 310.5 m^3/h for its water supply. If the volume needed per day by the community can be pumped by a pumping system to a storage reservoir through a water main line with an average flow velocity of 1.952 m/s. What must be the diameter of the water mainline if the pumping system will operate 15 hrs per day.
Qsn. Plot the flow curve of liquid limit according to the data given in the table.
Please answer step by step so I can understand
Subject water resource
The area bounded by the waterline of a reservoir is determined using a planimeter. The distances from 1-2, 2-3, 3-4, 4-5, are 20m, 40m, 30m, and 30m respectively. A1=0 sqm, A2 = 208 sqm, A3 = 315 sqm, A4 = 314 sqm, and A5 = 0 sqm. Determine a. Volume using end area method b. What is the cross sectional area in the midsection of the sections 1 and 2? c. what is the difference of capacity of the reservoir using end area and prismoidal formula
The volume of irrigation water is usually expressed in acre-feet. One acre-foot is a volume of water sufficient to cover exactly 1 acre of land to a depth of exactly 1 foot (640. acres = 1 mi2). The principal lake in the California Water Project is Lake Oroville, whose water storage capacity is listed as 3.54  106 acre-feet. Express the volume of Lake Oroville in ft3.
Computing discharge from a flow net
Given: 50 cm/sec 7.48 gallons/ 1ft^3 Solve: gallons/hr
Assume that the average annual precipitation over a watershed is 1200 mm. if 45% of this precipitation becomes stream flow, what is the depth of precipitation which becomes stream flow expressed in centimeter * .unit
OTO 'T Hydrology • Flood Routing • HW • Q1// . • The inflow and outflow hydrograph for a river reach are as shown in columns 2 and 3 of the Table. Determine K and x for the reach. (1 ||| = t + فلاتر O 4th year civil engineering class Inflow Time (hr) (cms) 0 12 24 36 48 60 72 84 96 108 120 132 144 156 168 Outflow (cms) 0 2.3 14.5 28.4 31.8 29.7 25.3 20.4 16.3 12.6 9.3 6.7 5 4.1 3.6 0 2 7 11.7 16.5 24 29.1 28.4 23.8 19.4 15.3 11.2 8.2 6.4 5.2 إضافة شرح... × mum
This is for water resources Engineering. Please show steps and formulas so I can understand.
I need the answer as soon as possible