Problem 2.18
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2.19 A curved surface is formed as a quarter of a circular cylinder with R=0.75m, as shown in the figure. The cylinder surface is w=3.55m wide (out of the plane of the figure toward the reader). Water standstill to the right of the curved surface to a depth of H=0.65m. Determine
(1) The magnitude of the hydrostatic force on the surface.
(2) The direction of the hydrostatic force. Problem 2.19 Ò»ÇúÃæÓɰ뾶ΪR=0.75mµÄËÄ·ÖÖ®Ò»µÄÔ²ÖùÌå×é³É£¬ÈçͼËùʾ¡£Ô²ÖùÃæ¿íw=3.55m£¨´¹Ö±ÓÚͼÐÎÆ½Ã棩¡£ÇúÃæÓҲྲˮÉî¶ÈH=0.65m¡£ÊÔÇó£º
(1) ×÷ÓÃÓÚÇúÃæÉϾ²Ë®Ñ¹Á¦µÄ´óС£» (2) ¾²Ë®Ñ¹Á¦µÄ·½Ïò¡£ (Fx=7357N£¬Fz=6013N)
2.20 As shown in the diagram, there is a cylinder with diameter D=4m and length L=12m in water. The depth of water on the right and left side of the cylinder are 4m and 2m respectively. Find the magnitude and direction of the force on the cylinder exerted by water.
ÈçͼËùʾ£¬Ö±¾¶D=4m¡¢³¤L=12m Problem 2.20
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(Fx=706kN£¬Fz=1579kN)
2.21 As shown in the figure, determine the pivot location y of the rectangular gate, so that the gate will just open.
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Problem 2.21
Problems
3.1 A two-dimensional, incompressible flow field is given by
Find the velocity and acceleration at point (1,2).
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È·¶¨¡£ÊÔÇóµã£¨1£¬2£©´¦µÄËÙ¶È
Óë¼ÓËÙ¶È¡£(vx=5£¬vy=?30£»ax=75£¬ay=150)
3.2 Suppose velocity distribution of a flow field is given by
Find:(1) the expression of local acceleration; (2) the acceleration of the fluid particle at point (1,1) when t=0.
ÉèÁ÷³¡µÄËÙ¶È·Ö²¼Îª
¡£Ç󣺣¨1£©µ±µØ¼ÓËٶȵÄ
±í´ïʽ£»£¨2£©t=0ʱÔڵ㣨1£¬1£©´¦Á÷ÌåÖʵãµÄ¼ÓËÙ¶È¡£
((1) ?vx/?t=4, ?vy/?t=0£»(2) ax=3, ay=?1)
3.3 The velocity components of a flow field is
Determine the streamline equation through point (x0,y0) at t=t0. Ò»Á÷³¡µÄËÙ¶È·ÖÁ¿Îª
È·¶¨ÔÚt=t0ʱ¿Ìͨ¹ýµã(x0,y0)µÄÁ÷Ïß·½³Ì¡£(x2?y?Aty+C=0)
3.4 A two-dimensional velocity field is given by
What is the streamline equation in this flow field? ÒÑÖª¶þάËٶȳ¡
3.5 It is known the velocity field is
Try to find the streamline equation passing through point£¨2£¬1£¬1£©.
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(x
=2£¬5-z=2z)
vx£¬ÇóÁ÷Ïß·½³Ì¡£(x1+t=cy)
£¬Çóͨ¹ýµã£¨2£¬1£¬1£©µÄÁ÷Ïß·½³Ì¡£
3.6 An oil transportation pipeline, the velocity at the section of diameter 20cm is 2m/s, what is the velocity and mass flow rate at the section of diameter 5cm? The density of the oil is 850kg/m3.
ÓÐÒ»ÊäÓ͹ܵÀ£¬ÔÚÄÚ¾¶Îª20cmµÄ½ØÃæÉÏÁ÷ËÙΪ2m/s£¬ÇóÔÚÁíÒ»ÄÚ¾¶Îª5cmµÄ½ØÃæÉϵÄÁ÷ËÙÒÔ¼°¹ÜÄÚµÄÖÊÁ¿Á÷Á¿¡£Ó͵ÄÃܶÈΪ850kg/m3¡£(32m/s£¬53.4kg/s)
3.7 In a pipeline of inner diameter 5cm, the mass flow rate of air is 0.5kg/s, pressure at a certain is 5?105Pa, the temperature is 1000C. Find the average air flow velocity on this section.
ÔÚÄÚ¾¶Îª5cmµÄ¹ÜµÀÖУ¬Á÷¶¯¿ÕÆøµÄÖÊÁ¿Á÷Á¿Îª0.5kg/s£¬ÔÚijһ½ØÃæÉÏ
ѹǿΪ5?105Pa£¬Î¶ÈΪ1000C¡£Çó¸Ã½ØÃæÉÏÆøÁ÷µÄƽ¾ùËÙ¶È¡£(54.5m/s)
3.8 The velocity distribution of an incompressible fluid is
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Try to deduce the expression of vz by adopting continuity equation.
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ÓÃÁ¬Ðø·½³ÌÍÆµ¼³övzµÄ±í´ïʽ¡£(vz=-z(2x+2y+z+1)+c(x,y))
3.9 As shown in Fig. 3-25, water flows steadily into a two-dimensional tube at a uniform velocity v. Since the tube bends an angle of 900, velocity distribution at the outlet becomes
. Assuming the width h
of the tube is constant, find constant C.
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£¬
¡£ÊÔ
¡£ÉèͨµÀ¿í¶ÈhΪ³£Êý£¬ Fig. 3-25 Problem 3.9
Çó³£ÊýC¡£( C=v/3)
3.10 Water is flowing in a river, as shown in Fig. 3-26. Two Pitot tubes are stacked and connected to a differential manometer containing a fluid of specific gravity 0.82. Find vA and vB.
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(vA=1.212m/s£¬vB =1.137m/s) Fig. 3-26 Problem 3.10
vvv