Pressure & Buoyancy Worksheet : Solid & Liquid Pressure

Similar documents
MVT and Rolle s Theorem

Homework Assignment on Fluid Statics

1 Power is transferred through a machine as shown. power input P I machine. power output P O. power loss P L. What is the efficiency of the machine?

Finding and Using Derivative The shortcuts

Solutions Manual for Precalculus An Investigation of Functions

HOMEWORK HELP 2 FOR MATH 151

Physics 121, April 1, Equilibrium. Physics 121. April 1, Physics 121. April 1, Course Information. Discussion of Exam # 2

Phy 231 Sp 02 Homework #6 Page 1 of 4

University of Alabama Department of Physics and Astronomy PH 101 LeClair Summer Exam 1 Solutions

Math 34A Practice Final Solutions Fall 2007

Math 102 TEST CHAPTERS 3 & 4 Solutions & Comments Fall 2006

Notes: Most of the material in this chapter is taken from Young and Freedman, Chap. 12.

Mathematics 123.3: Solutions to Lab Assignment #5

Math 115 Test 1 Sample Problems for Dr. Hukle s Class

Chapter 1 Functions and Graphs. Section 1.5 = = = 4. Check Point Exercises The slope of the line y = 3x+ 1 is 3.

= h. Geometrically this quantity represents the slope of the secant line connecting the points

Week #15 - Word Problems & Differential Equations Section 8.2

Grade: 11 International Physics Olympiad Qualifier Set: 2

INTRODUCTION AND MATHEMATICAL CONCEPTS

f a h f a h h lim lim

. Compute the following limits.

REVIEW LAB ANSWER KEY

Part 2: Introduction to Open-Channel Flow SPRING 2005

Polynomial Functions. Linear Functions. Precalculus: Linear and Quadratic Functions

States of Matter. Pressure PHYSICS 220. Illustration. Lecture 16. Fluids. Solid. Liquid. Gas. Pressure = F normal / A

2.3. Applying Newton s Laws of Motion. Objects in Equilibrium

Combining functions: algebraic methods

Fluids and Buoyancy. 1. What will happen to the scale reading as the mass is lowered?

Lab 6 Derivatives and Mutant Bacteria

Calculus I, Fall Solutions to Review Problems II

Chapter 4: Numerical Methods for Common Mathematical Problems

RightStart Mathematics

Section 3: The Derivative Definition of the Derivative

Lecture XVII. Abstract We introduce the concept of directional derivative of a scalar function and discuss its relation with the gradient operator.

pancakes. A typical pancake also appears in the sketch above. The pancake at height x (which is the fraction x of the total height of the cone) has

MAT 145. Type of Calculator Used TI-89 Titanium 100 points Score 100 possible points

Section 15.6 Directional Derivatives and the Gradient Vector

REVIEW SHEET 1 SOLUTIONS ( ) ( ) ( ) x 2 ( ) t + 2. t x +1. ( x 2 + x +1 + x 2 # x ) 2 +1 x ( 1 +1 x +1 x #1 x ) = 2 2 = 1

Exam 1 Review Solutions

INTRODUCTION AND MATHEMATICAL CONCEPTS

Excursions in Computing Science: Week v Milli-micro-nano-..math Part II

1. Questions (a) through (e) refer to the graph of the function f given below. (A) 0 (B) 1 (C) 2 (D) 4 (E) does not exist

MTH-112 Quiz 1 Name: # :

MATH Fall 08. y f(x) Review Problems for the Midterm Examination Covers [1.1, 4.3] in Stewart

Continuity and Differentiability Worksheet

1. State whether the function is an exponential growth or exponential decay, and describe its end behaviour using limits.

Bob Brown Math 251 Calculus 1 Chapter 3, Section 1 Completed 1 CCBC Dundalk

Higher Derivatives. Differentiable Functions

, meant to remind us of the definition of f (x) as the limit of difference quotients: = lim

Problem Set 4 Solutions

Function Composition and Chain Rules

1 Calculus. 1.1 Gradients and the Derivative. Q f(x+h) f(x)

Physics 207 Lecture 23

MATH 111 CHAPTER 2 (sec )

MA119-A Applied Calculus for Business Fall Homework 4 Solutions Due 9/29/ :30AM

1 2 x Solution. The function f x is only defined when x 0, so we will assume that x 0 for the remainder of the solution. f x. f x h f x.

3.1 Extreme Values of a Function

Outline. MS121: IT Mathematics. Limits & Continuity Rates of Change & Tangents. Is there a limit to how fast a man can run?

5. (a) Find the slope of the tangent line to the parabola y = x + 2x

Click here to see an animation of the derivative

Problem Set 7: Potential Energy and Conservation of Energy AP Physics C Supplementary Problems

3.4 Worksheet: Proof of the Chain Rule NAME

Name: Sept 21, 2017 Page 1 of 1

Introduction to Derivatives

UNIVERSITY OF SASKATCHEWAN Department of Physics and Engineering Physics

lim 1 lim 4 Precalculus Notes: Unit 10 Concepts of Calculus

Time (hours) Morphine sulfate (mg)

A = h w (1) Error Analysis Physics 141

Exponentials and Logarithms Review Part 2: Exponentials

Derivatives. By: OpenStaxCollege

Chapters 19 & 20 Heat and the First Law of Thermodynamics

7.1 Using Antiderivatives to find Area

Derivative as Instantaneous Rate of Change

Sin, Cos and All That

Average Rate of Change

The Laws of Thermodynamics

Lines, Conics, Tangents, Limits and the Derivative

PHYSICS 1050 Mid-term Test 1 University of Wyoming 15 February 2005

1. (a) 3. (a) 4 3 (b) (a) t = 5: 9. (a) = 11. (a) The equation of the line through P = (2, 3) and Q = (8, 11) is y 3 = 8 6

On my honor, I have neither given nor received unauthorized aid on this examination.

LIMITATIONS OF EULER S METHOD FOR NUMERICAL INTEGRATION

1. Consider the trigonometric function f(t) whose graph is shown below. Write down a possible formula for f(t).

1. Which one of the following expressions is not equal to all the others? 1 C. 1 D. 25x. 2. Simplify this expression as much as possible.

The Derivative The rate of change

Intermediate Math Circles November 5, 2008 Geometry II

Mathematics 105 Calculus I. Exam 1. February 13, Solution Guide

For Thought. 2.1 Exercises 80 CHAPTER 2 FUNCTIONS AND GRAPHS

Krazy Katt, the mechanical cat

1 Solutions to the in class part

158 Calculus and Structures

Numerical Differentiation

CCSD Practice Proficiency Exam Spring 2011

Chapter 2. Limits and Continuity 16( ) 16( 9) = = 001. Section 2.1 Rates of Change and Limits (pp ) Quick Review 2.1

Models and Applications

We name Functions f (x) or g(x) etc.

Cubic Functions: Local Analysis

Unit-1. Pressure & Buoyancy. Solutions 1.2 Buoyancy page a) F K =F L =F M. b) F K <F L =F M. c) F K =F M. d) F M >F L

Chapter 2 Limits and Continuity

Section 2.4: Definition of Function

Using the definition of the derivative of a function is quite tedious. f (x + h) f (x)

Transcription:

ysics 1. Tree identical cubes are arranged as in tree different (I, II and II) positions on a orizontal surface. Te pressure applied on te orizontal surface by te cubes in arrangement I is.. Solid objects K and L are placed on a orizontal surface in two different arrangements as sown in Figure-1 and Figure-. RESSURE Solid & Liquid ressures 10 ressure & Buoyancy Workseet : Solid & Liquid ressure 1. Solid objects X, Y and Z are made of te same substance. Te pressures applied by X, Y, Z on te orizontal surface are X, Y, Z and te magnitudes of te forces applied by tem on te orizontal surface are FX, FY, FZ. ( represents te base areas of te objects.). Wat are te pressures applied on te orizontal surface by te cubes in arrangement II and III in terms of? Read te following statements. If te statement is BSOLUTELY ORRET print "", if it is OSSIBLE print "" or if it is WRONG ten print "W". You ave to correct te wrong statements by using an appropriate word(s) of prase(s). a) ompare X, Y and Z. Z > Y > X b) ompare FX, FY and FZ. FZ > FY > FX Te weigt of object K is equal to te weigt of object L.. Solid objects K and L are placed on a orizontal surface in two different arrangements as sown in Figure-1 and Figure-. Te pressure applied by te objects in 4. Figure- is greater tan te pressure Two cylinders X andapplied Y are placed a orizontal by te on objects in Figure-1. surface as sown in te figure. Te radius of cylinder Y is twice te radiuste of cylinder X and teir by eigts total force applied te objects on are equal. Te pressure applied by cylinder X on te is te orizontal surface in Figure-1 orizontal surface is and te pressure applied by equal to te total force applied by te cylinder Y on te orizontal surface is. objects on te orizontal surface in Figure-. 1 1

ysics. 3. 10 ressure & Buoyancy Workseet : Solid & Liquid ressure Solid objects K and L are placed on a orizontal 3. surface in two different arrangements as sown in Tree identical cubes are arranged as in tree Figure-1 and Figure-. different (I, II and II) positions on a orizontal surface. Te pressure applied on te orizontal surface by te cubes in arrangement I is. 4. 4. Two cylinders X and Y are placed on a orizontal surface as sown in te figure. Te radius of cylinder Y is twice te radius of cylinder X and teir eigts are equal. Te pressure applied by cylinder X on te orizontal surface is and te pressure applied by cylinder Y on te orizontal surface is. Wat are te pressures applied on te orizontal surface te cubes instatements. arrangement II and III in Readby te following If te statement is terms of? BSOLUTELY ORRET print "", if it is OSSIBLE print "" or if it is WRONG ten print "W". You ave to 3G correct te wrong statements by = using an appropriate word(s) of prase(s). Wat would te pressure be, in terms, on te orizontal surface if cylinder X is placed on te top of cylinder Y? Te weigt of object K is equal to te weigt 3Gof object G L. II = 3 = II = 3 Te pressure applied by te objects in Figure- is greater tan te pressure applied by te objects in Figure-1. 3G III = III = Te total force applied by te objects on te orizontal surface in Figure-1 is equal to te total force applied by te objects on te orizontal surface in Figure-. 4. Two cylinders X and Y are placed on a orizontal surface as sown in te figure. Te radius of cylinder 1 GX = GX = π r πr GY = G = 8 π r Y 4π r GX + GY (π r ) + (8π r ) final = = 4π r 4π r 9 final = 4

5. 5. Tree containers K, L, M are placed on a orizontal surface as sown in te figure. Te forces applied by te liquids on te bases of containers K, L and M are equal. 6. liquid is poured into a container tat is placed on a orizontal surface as sown in te figure. Te pressure applied by te liquid on te base of te container is, te force applied by te liquid on te base of te container is F and te force applied by te container on te orizontal surface is F. Read te following statements. If te statement is BSOLUTELY ORRET print "", if it is OSSIBLE print "" or if it is WRONG ten print "W". You ave to correct te wrong statements by using an appropriate word(s) of prase(s). How would, F and F cange if te container were placed on its surface aving base area of? Te liquid pressures at te bottom of te containers are equal. Te base areas of te containers are equal. Te densities of te liquids in te containers are related as d L >d K >d M. Te eigts of te liquids in te containers are related as M > K > L. Te masses of te liquids in te containers are related as m L >m K >m M. 3 increases : decreases F : remains te same F :

7. 7. ontainers X and Y are identical. X contains some liquid as in te figure. Te liquid pressure on te base of container X is, te force applied by te liquid on te base of container X is F and te force applied by te container on te orizontal surface is F. (Figure is composed of identical squares.) 8. container is fulfilled wit a liquid as sown in te figure. Te areas of te lateral surfaces X and Y are "3" and "" respectively. Te force applied by te liquid on lateral surface X is "F". Read te following statements. If te statement is ORRET print "" or if it is WRONG ten print "W". You ave to correct te wrong statements by using an appropriate word(s) of prase(s). W If te liquid in container X was poured into container Y, te liquid pressure on te base of container Y would be /. If te liquid in container X were poured into container Y, te force applied by te liquid on te base of container Y would be F/. 3F/ If te liquid in container X were poured into container Y, te force applied by container Y would be F. 4 Wat is te force applied by te liquid on te lateral surface Y in terms of "F"? F X = F = 3 F Y = 5 F Y = 5F 9.d.g.3 = 9dg.d.g. = 5dg

9. 9. Two immiscible liquids X and Y are in equilibrium in a closed container as sown in te figure. 10. Te dimensions of a rectangular container are 15 cm, 0 cm and 30 cm. It is completely filled wit a liquid. Te force applied by te liquid on te lateral surface K is "F K " and te force applied by te liquid on te base of te container is "F B ". Read te following statements. If te statement is ORRET print "" or if it is WRONG ten print "W". You ave to correct te wrong statements by using an appropriate word(s) of prase(s). W If te container was made upside-down, te liquid pressure at te bottom of te container would not cange. Wat is te ratio of F K to F B? increase B = 15.0 = 300 cm If te container was made upside-down, te force applied by te liquids at te base of te container would be less. If te container was made upside-down, te pressure applied by te container on te orizontal surface would be greater. K = 0.30 = 600 cm F K = 15.d.g.600 F B = 30.d.g.300 F K F B = 1 5

11. Two containers are filled wit two liquids X and Y as in figure. Te weigt of liquid X is G 1 and te weigt of liquid Y is G. Te force applied by liquid X on te base of its container is F 1 and te force applied by liquid Y on te base of its container is F. Te ratio of F 1 to F is 1/. 1. 1. Two immiscible liquids of densities d and 3d are poured into a container as sown in te figure. Te surface areas of lateral surfaces are and. Te force exerted by te liquid on te lateral surface aving area of is F. Wat is te ratio of G 1 to G? V Y = 3V V X = 7V = y = F 1 = 1 F =.d.g. X d X = 1.d Y.g. d Y G 1 G = d X.V X.g d Y.V Y.g = 1.7V.3V = 7 6 6 alculate te forces exerted by te liquid on te lateral surface aving te area of and on te base of te container in terms of F? B = 15.0 = 300 cm K = 0.30 = 600 cm F K = 15.d.g.600 F B = 30.d.g.300 F K F B = 1

13. 13. Four containers X, Y, Z and T are placed on a orizontal surface. ontainers X, Y and Z are filled wit liquids and container T is empty. Te liquid pressures at te bottoms of te containers X, Y and Z are all equal to "". (Te liquids in te container are immiscible.) = 4d X g d X = 3d = d Y g d Y = 6d = 1dg = 3d z g d Z = 4d If te liquids were poured into container T, wat would be te total liquid pressure at te bottom of container T in terms of ""? T = ( 6dg)+ 5 4.4d.g + 3dg ( ) T 3d 4d 6d 5/4 T = 14dg T = 7 6 7

14. Te ydraulic system is in equilibrium as sown in te figure. Te piston is supposed to be weigtless and frictionless. Te pressure at point X is. ( and represent te cross-sectional areas of te columns of te combined container.) 15. 15. Two miscible liquids aving densities of d and d are in equilibrium as in te figure. Te liquid pressure at point X is. ( and represent te cross-sectional areas of te columns of te combined container.) Wat would be te pressure at point X (in terms of ), if te piston were pused from level K to level L? Wat will be te liquid pressure at point X in terms of after te valve is opened and te final equilibrium ad reaced? V initial = V final 4+ = /.3 / = d mix = (d.4v) + (d.v) 4V + V = 4d 3 Xinitial = = dg dg = Xfinal = 5 dg X final = 5 4 8 = dg / =. 4d 3.g / = 4 3

16. 16. Te ydraulic system is in equilibrium as sown in te figure. istons are supposed to be weigtless and frictionless. 1 and are te base areas of te pistons. Te density of liquid is d. 17. 17. Te flow rates of te valves M and N are te same. Tey are open at te same time and te final equilibrium is reaced. Te liquid pressures at te points X, Y and Z are X, Y and Z. (ll te columns of te combined container ave te same cross-sectional area. Dotted lines are equally spaced.) Read te following statements. If te statement is ORRET print "" or if it is WRONG ten print "W". You ave to correct te wrong statements by using an appropriate word(s) of prase(s). Te liquid pressure at point X is equal to.d.g. Te liquid pressures at point X and Y are equal. How can X, Y and Z be compared? fter te valves are opened M N Te total pressure at point X is greater tan te liquid pressure at point Y. X Y Z 9 X = Y < Z

18. 18. Liquid of density "d" and liquid B of density "3d" are in equilibrium in a combined container as sown in te figure. (tmosperic pressure is ignored.) 19. 19. combined container is in equilibrium wen an object of mass "m" is placed on piston K and object of mass "m" is placed on piston L as sown in te figure. K and L are weigtless and frictionless pistons. Teir cross-sectional areas are "" and "3" respectively. Te vertical distance between te levels of te pistons is "". K L Wat is te pressure at point X in terms of "dg"? K = L = 4dg+ 9dg = 13dg L = 13dg = 7.3d.g+ X X = 5dg 10 If te places of te objects were intercanged, wat would be te vertical distance between te levels of te pistons in terms of ""? 1 st condition; mg = mg 3 +dg m = 3d nd condition; mg = mg 3 +/ dg 5m 3 = / d / = 5

0. 0. olumn K of a combined container is filled wit a liquid as sown in te figure. Te liquid pressure on te bottom of column K is wen te valve is closed. ( and represent te cross-sectional areas of te columns K and L of te combined container.) V initial = V final 6 = ( + 3). / / = Te valve is opened and te final equilibrium is reaced. Wat will be te liquid pressure in terms of at te bottom of column K? 5 Te valve is closed; K L orizontal = 6dg dg = 6 Te valve is opened; 11 / = dg / = 3

1. Two immiscible liquids X and Y are poured into a container and teir equilibrium condition is given in te figure. Te density of liquid X is 3d and te density of liquid Y is d. Te liquid pressure at point L is two times te liquid pressure at point K... Liquid X aving density of d and weigt of G is poured into te container as sown in te figure. Te liquid pressure at te bottom of te container is. Te empty part of te container is filled wit liquid Y aving weigt of G. (ontainer is composed of identical cubic parts.) Wat is te ratio of 1 to? K = 1.d.g L = ( 1.d.g) + (.3d.g) K L = 1 If liquids X and Y are miscible, wat will be te liquid pressure at te bottom of te container in terms of? V X = V V Y = V G = d.v.g G = d Y.V.g d Y = 4d (d.v) + (4d.V) d mix = = d V + V 4 1 = 1 + 3 1 = 3 1 = dg / = 4 / =.d.g = 4dg

3. 3. Te liquids of densities d, d and liquid X are in 4. equilibrium in a U-tube as sown in te figure. 4. Mercury is poured into a U-tube as given in Figure-1. Te left arm of te U-tube as a cross-sectional area of 10 cm, and te rigt arm as a cross-sectional area of 5 cm. One undred grams of water are ten poured into te rigt arm, as sown in Figure-. (Te density of water is 1 g/cm 3.) =x Wat is te density of liquid X in terms of d? x B x = B (3.d.g) + (.d X.g) = 4.d.g (3d) + (d X ) = 8d d X = 5d 13 a) Wat is te lengt of te water column in te rigt arm of te U-tube in cm? V water = 100 cm 3 water = 100 5 = 0 cm b) If te density of mercury is 13,6 g/cm 3, wat distance () will te mercury rise in te left arm? = B 3x.1.g = 0.13,6.g x = 0,49 cm