Hibbeler fluid mechanics 2nd edition pdf free download

Sakurai , Jim J. Corben , Philip Stehle. Bhimsen K. Academic Press. Pijush K. Kundu , Ira M. Cohen , David R Dowling. Philip J. Laboratory of Nuclear Studies. Dyson lecture notes , Michael J. Moravcsik editor. Donald F. Young , Bruce R. Munson , Theodore H. Okiishi , Wade W. Bruce R. Munson , Donald F. Young , Theodore H. Kerson Huang. Since AB is along the horizontal, no horizontal component exists. Vertical Component. Determine the magnitude and direction of the resultant hydrostatic force the water exerts on the parabolic face AB of the wall if it is 3 m wide.

The vertical force acting on the wall is equal to the weight of water contained in the imaginary block above the wall shown shaded in Fig. The 5-m-wide wall is in the form of a parabola. Determine the magnitude of the resultant force on the wall as a function of depth h of the water. Plot the results of force vertical axis versus depth h for 0 … h … 4 m.

The vertical component of the resultant force is equal to the weight of the column of water above surface AB of the wall shown shaded in Fig. Determine the resultant force the water exerts on the quarter-circular wall AB if it is 3 m wide. The vertical force acting on the wall is equal to the weight of the water contained in the shaded block above the wall, Fig.

If the tank and plate are 4 ft wide, determine the horizontal and vertical components of reaction at A, and the tension in the cable due to the water pressure. The horizontal component of the resultant force acting on the shell is equal to the pressure force on the vertically projected area of the shell. Write the moment equation of equilibrium about A by referring to Fig.

Also, assume all pressures are gage pressures. Also, assume pressures pressures 2— A, B, and They are submerged in water at the depth shown. Determine the horizontal and vertical components of reaction at pin B.

The plates have a width of 4 m. The horizontal loadings on the plates are due to the pressure on the vertical projected areas of the plates, Fig. The vertical force acting on plate AB is equal to the weight of the water contained in the imaginary block above the plate shown shaded in Fig.

The semicircular gate is used to control the flow of water over a spillway. If the water is at its highest level as shown, determine the torque T that must be applied at the pin A in order to open the gate.

The gate has a mass of 8 Mg with center of mass at G. It is 4 m wide. This solution can be simplified if one realizes that the resultant force due to the water pressure on the gate will act perpendicular to the circular surface, thus acting through center A of the semicircular gate and so producing no moment about this point.

If the water is at its highest level as shown, determine the horizontal and vertical components of reaction at pin A and the normal reaction at B. The gate has a weight of 8 Mg with center of mass at G. Write the force equation of equilibrium along y axis. Plate AB has a width of 1. Determine the horizontal and vertical components of reaction at the pin A and the vertical reaction at the smooth stop B due to the water pressure.

The horizontal loading on the gate is due to the pressure on the vertical projected area of the gate, Fig. The vertical force acting on the gate is equal to the weight of water contained in the imaginary block shown shaded in Fig. The Tainter gate is used to control the flow of water over a spillway.

The gate has a mass of 5 Mg and a center of mass at G. It is 3 m wide. This block can be subdivided into parts 1 and 2 , Figs. However, part 2 is a hole and should be considered as a negative part.

The area of block BCEB is p 1 4. This solution can be simplified if one realizes that the resultant force will act perpendicular to the circular surface. Therefore, FBC produces no moment about this point.

If the water is at its highest level as shown, determine the horizontal and vertical components of reaction at pin A and the vertical reaction at the smooth spillway crest B.

The 6-ft-wide Tainter gate in the form of a quartercircular arc is used as a sluice gate. Determine the magnitude and direction of the resultant force of the water on the bearing O of the Tainter gate.

What is the moment of this force about the bearing? The vertical component of the resultant force is equal to the weight of the block of water contained in sector ADB, shown in Fig. Fh This result is expected since the gate is circular in shape. Thus, FR is always directed toward center O of the circular gate.

Determine the horizontal and vertical components of reaction at the hinge A and the horizontal reaction at the smooth surface B caused by the water pressure. The plate has a width of 4 ft. The vertical force acting on the gate is equal to the weight of the water contained in the imaginary block above the gate shown shaded in Fig. For 1F 2 2, we need to refer to the geometry shown in Fig. Write the force equation of equilibrium along the y axis. The sluice gate for a water channel is 2 m wide and in the closed position, as shown.

Determine the magnitude of the resultant force of the water acting on the gate. Also, what is the smallest torque T that must be applied to open the gate if its mass is 6 Mg with its center of mass at G? The vertical force is equal to the weight of the water contained in the imaginary block above the gate shown shaded in Fig. The vertical downward force and the vertical upward force are equal to the weight of the water contained in the blocks shown shaded in Figs. The volume of the shaded block in Fig.

Considering the free-body diagram of the cylinder, Fig. Considering the force equilibrium vertically by free-body diagram of the cylinder, Fig. The Tainter gate for a water channel is 1. Also, what is the smallest torque T that must be applied to open the gate if its weight is 30 kN and its center of gravity is at G.

The volume of this column of water is. Note that the resultant force of the water acting on the gate must act normal to its surface, and therefore it will pass through the pin at O.

Therefore, it produces moment about the pin. Solve the first part of Prob. The cylindrical tank is filled with gasoline and water to the levels shown. Determine the horizontal and vertical components of the resultant force on its hemispherical end. The vertical component of the resultant force is equal to the total weight of the gasoline and water contained in the hemisphere. For gasoline,. The hollow spherical float controls the level of water within the tank.

If the water is at the level shown, determine the horizontal and vertical components of the force acting on the supporting arm at the pin A, and the normal force on the smooth support B. Neglect the weight of the float. Determine the tension in the cable AB if the ball is submerged in the water at the depth shown. Will this force increase, decrease, or remain the same if the cord is shortened?

Thus, the buoyant force is. The tension in cable AB remains the same since the buoyant force does not change once a body is fully submerged, which means that it is independent of the submerged depth. The raft consists of a uniform platform having a mass of 2 Mg and four floats, each having a mass of kg and a length of 4 m. Plot the variation of the pressure due to the liquid vertical axis versus depth for 0 … h … ft.

Give values for increments of 20 ft. Also, what is the pressure at this elevation? Then substitute Eq. Integrate Eq. A heavy cylindrical glass is inverted and then placed down at the bottom of a 12—ft-deep swimming pool.

Assume the air in the glass remains at the same temperature as the atmosphere. Hint: Account for the change in volume of air in the glass due to the pressure change. The mm-diameter container is filled to the top with glycerin, and a mm-diameter pipe is inserted within it to a depth of mm. Determine the maximum volume of kerosene that can be poured into the pipe while causing the displaced glycerin to overflow, so the kerosene does not come out from the bottom end.

How high h does the kerosene rise above the glycerin? The kerosene is required to heat the bottom of the tube as shown in Fig. A kerosene h C 0. Butyl carbitol, used in the production of plastics, is stored in a tank having the U-tube manometer. If the U-tube is filled with mercury to level E, determine the pressure in the tank at point B. Note: Since 0. Determine the pressures at points A and B. The containers are filled with water.

Determine the pressure at point C. Determine the difference in pressure pB - pA between the centers A and B of the pipes, which are filled with water.

The mercury in the inclined-tube manometer has the level shown. Water in the reservoir is used to control the water pressure in the pipe at A. Neglect the diameter of the pipe. If the water pressure in the pipe at A is to be 25 kPa, determine the required height h of water in the reservoir.

E Mercury in the pipe has the elevation shown. A solvent used for plastics manufacturing consists of cyclohexanol in pipe A and ethyl lactate in pipe B that are being transported to a mixing tank. Determine the pressure in pipe A if the pressure in pipe B is 15 psi. Neglect the diameter of the pipes. If the pressure in pipe A is 18 psi, determine the height h of the mercury in the manometer so that a pressure of 25 psi is developed in pipe B.

The inverted U-tube manometer is used to measure the difference in pressure between water flowing in the pipes at A and B. If the top segment is filled with air, and the water levels in each segment are as indicated, determine the pressure difference between A and B.

Referring to Fig. Solve Prob. Oil 0. Please try again. The work is protected by local and international copyright laws and is provided solely for the use of instructors in teaching their courses and assessing student learning. You have successfully signed out and will be required to sign back in should you need to download more resources. Fluid Mechanics, 2nd Edition.

Russell C. Take a closer look About the Book Introduce course concepts with a focus on problem solving and application The organization and approach of the text presents a structured method for introducing each new definition or concept, and to make the book a convenient resource for later reference and review. Each chapter is organized into well-defined sections that contain an explanation of specific topics, illustrative example problems and at the end of the chapter, a set of relevant homework problems.

Procedures for Analysis is a unique feature that provides students with a logical and orderly method for applying theory and building problem-solving skills. The example problems are then solved using this outlined method in order to clarify its numerical application. Topic Coverage. The material in Chapters 1, 3, 5, 7 10, and 11 has enhanced discussion on some topics, including additional data in the tables in Chapters 10, 11, and Rewriting of text material provides a further clarification of the material throughout the book either with an expanded discussion or by deleting material less relevant to a particular topic.

Important Points provide a summary of the most important concepts in a section and highlights the most significant points that should be realized when applying the theory to solve problems.

Photographs are used throughout the book to explain how the principles of fluid mechanics apply to real-world situations. Alternative Coverage is possible. After coverage of the basic principles of Fluid Mechanics in Chapters , the remaining chapters may be presented in any sequence, without the loss of continuity. An asterisk indicates sections involving more advanced topics and most of these topics are placed in the later chapters of the book.

Example Problems illustrate the application of fundamental theory to practical engineering problems and reflect problem-solving strategies discussed in associated Procedures for Analysis. Many of the examples throughout the book have been expanded for clarification. Homework Problems depict realistic situations encountered in engineering practice. This realism is intended to both stimulate interest in the subject, and provide a means for developing the skills to reduce any problem from its physical description to a model or symbolic representation to which the principles of fluid mechanics may then be applied.

Additional features of the problems include; End of Chapter problems depict realistic situations encountered in engineering practice. Most problem sets arrange the problems in order of increasing difficulty, and answers are included in the back of the book with an exception of every fourth problem, as indicated by an asterisk. Fundamental Problems are problem sets selectively located just after the example problems.

They offer students simple applications of the concepts and, therefore, provide them with the chance to develop their problem-solving skills before attempting to solve any of the standard problems that follow. The problems offer students an excellent means of preparing for exams and they can be used at a later time to prepare for the Fundamentals in Engineering Exam.

All of the fundamental problems have complete solutions and answers in the back of the book. These analysis and design problems are intended to engage students in thinking through a real-life situation as depicted in a photo. They can be assigned after the students have developed some expertise in the subject matter and they will work well either for individual or team projects.

New to This Edition. About the Book Topic Coverage. Russell C. The one-time password below provides access to the video solutions found on the companion website. To access the companion website: 1. Satisfaction guaranteed. The hibbeler r c fluid mechanics 2nd edition pdf is an improvement edition of the previous fluid mechanics 1st edition hibbeler pdf to enhance the student understanding on fluid operations.

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The Hibbeler R C Fluid Mechanics 2nd Edition Pdf Download features many of the hallmark pedagogical aids unique to Hibbeler texts, including its student-friendly clear organization.