Need asap. Why does h2 is zero? 13. In Fig. H is shown a tank 1.5 by 1.5m horizontal section and 3m high withtwo orifices (C=0.60) both 10cm in diameter and 60cm apart. (a) Howmuch water must be supplied to the tank to keep it always full? (b) If thissupply is cut off, how longGiven: AT= 2.25m; h+ = 3m1.5 m by 1.5 mDo1 = 10 cm or 0.10mW.S (t = 0)Do2 = 10 cm or 0.10mC = 0.60Find: Q₁ =?t =?1.20 m0.60 morifice (1)crifice (2)100 Solution:a.) Q = CA,√2ghQ₁ = (0.6) (π) (0.005)2/19.62(1.2)= 0.0229 m3/sQ2 = (0.6) (π) (0.05)2/19.62(1.8)Q2 = 0.028 m3/sQT = Q₁ + Q₂ = 0.0229 + 0.028QT = 0.051 m3/sch1Adhb.)t₁ = 2₂²h2 CA√/2gh-Q-1.22.25 dh=(2)(0.6) (π)(0.05)^2√19.6h-0.051900= 118.0817-17t₁= 65.1405 s1.82.25dht₂ =(2)(0.6) (π)(0.05)^2√19.6h-0.051900= 61.1236-17t₂ = 8.1824 sT = t₁ + t₂T = 65.1405 +8.1824T = 73.32 s

Given data in question Tank 2 orifices Depths Area To find out Why h2 = 0

Answered: Need asap. Why does h2 is zero?

Engineering

Civil Engineering

Need asap. Why does h2 is zero?

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: A cantiliver beam Cm long carries a uniformly distributed load of 18 kN/m throughout its length and…

Q: Graph the resultant from the x-axis.

Q: PROBLEM 5: A compound curve has the following characteristics I₁ = 24⁰ D₁ = 6⁰ 1₂ = 36⁰ D₂ = 4°…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: For the truss shown below is supported by a pin at A and roller at F. If it is loaded with P (kips)…

Q: Do, parts d, e, f, h

A: If a body vibrates without the help of any external force it is said to undergo free vibration The…

Q: 400 Material A 300 Material B 200 Material A 100 0.002 0.004 0.006

A: Solution: B) Given Data: Tensile load=88 kNElastic modulus of material A=150 GPaElastic modulus of…

Q: 2. Determine the discharge of the weir having a head of 1.2 m in L/s a) If a 90° triangular weir is…

Q: . Righting Moment . Overturning Moment . Factor of Safety Against Sliding Factor of Safety Against…

Q: cable 1 Element 1, 2 and 3 are truss elements. The system is supported by a cable. A force (P) is…

A: Given,k=3L=1M=1N=9P=1+M KNa=1+L mb=1+N α=10+5K degreesubstituting all values, we geta=2 mb=10 mα=25…

Q: : Prove that (1) Ya = Gs Yw 1+e

Q: y(V) – y = 0 1. y" – 10y' + 29y = 0 2. %3D

Q: questions by completing the tabulation below. Determine the total area of the lot in hectares.…

A: Data Given: Asked: Complete the solution

Q: 4. A pipeline with diameter of 850 mm and length of 4.1 km connects two fresh water open reservoirs…

Q: Flow and spacing are inversely related O True O False

A: State true or false Flow and spacing are inversely related

Q: Problem #1 Note num XN Use `105° 60° YN 1. If the 3 forces are in equilibrium, what is the…

Q: 4 in 2 in 4 in 8 in -12 in- -16 in-

Q: order (D^2+4)y

A: Given:- (D^2+4)y=sin x To find:- reduction of order

Q: The moment diagram by parts are base on the moment diagram of O Fully restrained beam O Cantilever…

A: Moment diagrams by parts is a method to solve the determinate beam and find reactions in beam.

Q: Determine Poisson's ratio if a cylindrical rod is placed in tension as shown and it is elastically…

A: Given data : Original length (L)=200 mmOriginal diameter (D)=10 mmIncrease in length =0.02…

Q: 6. What is the vector cross product 7 × F? r = 0.5i - 0.3j+ 0.9k [m] and F= -43i+54j + 61k [N]

Q: compressive strength of sand-lightweight concr f stirrups is 325 MPa. Determine the required s…

A: Given:- b=349mm d=594mm coompressive strengthof sand-lightweigth concrete =21MPa Yield strength…

Q: Draw and label theV and M 15KN diagrams. Fill in the blanks. Find M- max and the equations for q. V,…

A: The beam is an important element in the construction of any structure or building. It resists…

Q: A gate with a circular cross section is held closed by a lever 1 m. long attached to a bouyant…

Q: The solid shaft is subjected to the distributed and concentrated torsional loadings shown, where T =…

Q: Draw the shear and moment diagrams for the compound beam shown in the figure. Assume the supports at…

Q: x2 xedy + () +1 dx ||

Q: A D a b A beam element with a hinge at point B is shown. P-(1+M) kN b-(1+N) m Reaction force in C:…

Q: (3) 24 B Bean AB A Beam AB. 301 G 4#8 12" 24' -#4 24" Given fé= 3 ksi Grade 60 steel NWC. COVER =…

Q: having a flexural rigidity of 40000 kN.m2. At the free end of the beam there is a spring with a…

A: (a) solution- flexural rigidity EI = 4000 KN/m2 Deflection at free end ∆ = PL33EI Put P =…

Q: in a BOD test, 1.0 ml of raw sewage was diluted to 100 ml and the dissolved oxygen concentration of…

A: Given data- A BOD test- Volume of raw sewage Vs=1 mL, Volume of diluted sample Vds=100 mL, Initial…

Q: Find Ix for the shape below: 2.0 2.0 Ix: Componen Ai 1.0 |ΣΑΙ = |Yave = ΣAiyi/ΣΑΙΞ dy = Yave - yi =…

Q: 20kN 2m 5m Draw and solve for the shear and bending moment diagram of the structure using Slope…

A: Jcjvk

Concept explainers

Total Energy Consumption

The term energy consumption signifies the consumption of electricity. Energy consumption as electricity is a primary demand for households, factories, industries, complexes, and commercial places. According to a report, the total U.S. energy consumption for 2018 was 101 BTU (British Thermal Units). It accounted for 17% of the total energy consumption of the world. The total energy demand for the U.S. as oil equivalent was estimated to be about 6804 kg of oil equivalent.

Question

100%

Need asap. Why does h2 is zero?

13. In Fig. H is shown a tank 1.5 by 1.5m horizontal section and 3m high with
two orifices (C=0.60) both 10cm in diameter and 60cm apart. (a) How
much water must be supplied to the tank to keep it always full? (b) If this
supply is cut off, how long
Given: AT= 2.25m; h+ = 3m
1.5 m by 1.5 m
Do1 = 10 cm or 0.10m
W.S (t = 0)
Do2 = 10 cm or 0.10m
C = 0.60
Find: Q₁ =?
t =?
1.20 m
0.60 m
orifice (1)
crifice (2)
100

Solution:
a.) Q = CA,√2gh
Q₁ = (0.6) (π) (0.005)2/19.62(1.2)
= 0.0229 m3/s
Q2 = (0.6) (π) (0.05)2/19.62(1.8)
Q2 = 0.028 m3/s
QT = Q₁ + Q₂ = 0.0229 + 0.028
QT = 0.051 m3/s
ch1
Adh
b.)t₁ = 2₂²
h2 CA√/2gh-Q
-1.2
2.25 dh
=
(2)(0.6) (π)(0.05)^2√19.6h-0.051
900
= 118.0817-
17
t₁= 65.1405 s
1.8
2.25dh
t₂ =
(2)(0.6) (π)(0.05)^2√19.6h-0.051
900
= 61.1236-
17
t₂ = 8.1824 s
T = t₁ + t₂
T = 65.1405 +8.1824
T = 73.32 s

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

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

Calculate the head added by the pump when the water system shown below carries a discharge of 0.27 ?3⁄?.
Two tanks A and B have 80 m diffenence in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 1/s flow rate. Determine the leaving tank А? discharge Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 %3D Coefficient (Tank Entry) = 1 %3D ha %3D A he 80 m Q1
An orifice at the bottom of a rectangular tank has a cross-sectional area of 0.004m². The tank has a cross-section of 3m x 2m. a. If it takes 2078 sec. to empty the tank if it contains water at a depth of 5.6m, find the coefficient of discharge. b. Compute the time to lower the water surface from 5.6m to 3m using C = 0.62.
Clear writing
The rectangular tank shown is divided by a partition into two chambers,and provided with a round 150mm diameter sharp-edged orifice at the lowerportion of the partition. At a certain instant, the level in chamber B is 3mhigher than it is in chamber A. How long will it take for the water surfaces inthe two chambers to be at the same level? Assume C =0.62.
Please show illustrations. If the water surface elevation in reservoir B is 110m, what must be the water surface elevation in reservoir A if a flow of 0.03m^3/s is to occur in the cast iron pipe? Use Hazen Williams's C=100 for all pipes. Elevation = ? Water T= 10°C A Elevation = 110 m B L = 150 m D = 15 cm Cast-iron pipe L= 100 m, D = 20 cm, cast-iron pipe
Your assigned problem: If the water surface elevation in reservoir B is 110m, what must be the water surface elevation in reservoir A if a flow of 0.03m^3/s is to occur in the cast iron pipe? Use Hazen Williams's C=100 for all pipes. Elevation = ? Water T= 10°C A Elevation 110 m. B L = 150 m D = 15 cm Cast-iron pipe L= 100 m, D = 20 cm, cast-iron pipe
A rectangular tank 3m by 4m in cross-section is 5m high with two standard orifices placed at a vertical distances of 0.50m and 1m respectively from the bottom of the tank. The diameter of orifice is 100 mm and C=0.607.a. Determine the amount of water to be supplied to keep the tank always fullb. If the supply is suddenly stopped , how long will it take to lower the watersurface by 2m?c. How long will it take so that water will be at the same level with the upperorifice
Situation XX: In the figure shown, z, = 4 m, length of pipe from the reservoir to the pump is 120 %3D m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively. The gage pressure at B (the suction side of the pump) is -64 KPa. Neglect minor losses. В C P. 0.45 m diam. LCD = 1000 m %3D Zp = 4 m f = 0.02 0.60 m diam. LAB = 120 m f = 0.02 %3D 52. Compute the velocity of water in pipe AB. a. 2.297 m/s b. 1.452 m/s c. 3.147 m/s d. 2.672 m/s 53. Compute the velocity of water in pipe CD. a. 1.23 m/s b. 4.08 m/s c. 3.56 m/s d. 5.59 m/s 54. Compute the discharge of the pipe from A to B due to pumping. a. 0.65 m3/s b. 0.45 m3/s c. 0.89 m³/s d. 0.25 m3/s 60 m, f= 0.02 m and loss of head ith
4. A sharp-edge orifice in the vertical wall of a large tank has a diameter of 25mm, Cc=0.62 and Cv = 0.98. If the jet drops 0.94m in a horizontal distance 2.5m from vena contracta. Determine the head and the discharge. Draw the sketch. wwww
... Elevation 15.25m Elevation 14 m water Elevation 10.7m 30° An orifice in a 30 degree plane from horizontal as shown has its vena contracta at elevation 10.7m. If the water surface in the tank is at elevation 15.25m and the peak of the jet is at elevation 14m. Find the coefficient of velocity. 0.983 B) No answer among the choices 0.952 D 0.964 0.975
Include proper explanation this is fluid mech problem