1 CTC 261  Hydrostatics (water at rest). 2 Review  Fluid properties  Pressure (gage and atmospheric)  Converting pressure to pressure head  Resultant.

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Presentation transcript:

1 CTC 261  Hydrostatics (water at rest)

2 Review  Fluid properties  Pressure (gage and atmospheric)  Converting pressure to pressure head  Resultant forces on a horizontal, planar surface  Center of pressure  Resultant forces on a vertical, rectangular surfaces

3 Objectives  Know how to calculate hydrostatic pressure on an inclined, rectangular plane surface  Understand buoyancy and solve buoyancy problems

4 Inclined, submerged plane surface

5 Hydrostatic forces on inclined, submerged planes  Magnitude of Force (vertical) F=Specific Wt *h-bar*Area  Center of Pressure Location (along incline) y cp =y-bar+(I-bar/(y-bar*Area))

6 Hydrostatic forces on inclined, submerged planes-Basic Steps  Determine centroid  Determine area  Determine Moment of Inertia (about centroid)  Determine h-bar  Determine y-bar  Use equations to determine static pressure resultant and location  Apply statics to determine other forces (such as a force required to open a gate, etc.)

7 Hydrostatic forces on inclined, submerged planes  Example on board:  A vertical trapezoidal gate is located w/ its upper edge 5m below the free surface of the water. Determine the total pressure force and the center of pressure on the gate. Dimensions of gate (top-3m, bottom-1m, length-2m)  Answers: 228,900N and 5.88m below water surface

8 Hydrostatic forces on inclined, submerged planes  Example on board:  An elliptical gate covers the end of a pipe 4m in diameter. If the gate is hinged at the top, what normal force is required to open the gate when water is 8m deep (in y-dir) above the top of the pipe? Neglect the weight of the gate. Ellipse is 5m by 4m.  Answer: 807kN

9 Higher-level topic  Forces on curved surfaces

Break 10

11 Buoyancy buoyancy-what-is-it-and-why-is-it.html

12 Buoyancy  Buoyancy is the uplifting force exerted by water on a submerged solid object  The buoyant force is equal to the weight of water displaced by the volume  If the buoyant force is > than the weight of the object, the object will float. If < object will sink. If equal (hover)

13 Buoyancy-Basic Steps  Draw the FBD  Identify all buoyant forces  Identify all weight forces  Identify other forces (pushing, pulling)  Apply equilibrium equation in the y-direction

14 Buoyancy-Other Hints  Every submerged object has a buoyant force and a weight force. Just because an object is light, don’t ignore the weight. Just because an object is heavy and dense, don’t ignore the buoyant force.  If the weight is noted “in water” then the buoyant force is already accounted for

15 Buoyancy-Example  A 50-gal oil barrel, filled with air is to be used to help a diver raise an ancient ship anchor from the bottom of the ocean. The anchor weighs 400-lb in water and the barrel weight 50-lb in air.  How much weight will the diver be required to lift when the submerged (air-filled barrel) is attached to the anchor?

16 Buoyancy-Example  Draw the FBD: on board  Identify all buoyant forces: Anchor—already accounted for Barrel-50 gal/(7.48 gal/ft 3 )*64.1#/ft 3 =428#  Identify all weight forces Anchor-400# Barrel-50# Sea water has a higher specific weight than fresh water

17 Buoyancy-Example  Identify other forces (pushing, pulling) Pulling up of diver (unknown)  Apply equilibrium equation in the y-direction Diver Force=400+50=428=22 #  Answer=Just over 22#

18 Buoyancy Problem: try this out of classroom  A block of wood 30-cm square in cross section and 60-cm long weighs 318N.  How much of the block is below water?  Answer: 18cm

19 Higher-Level Topic  Stability How stable is an object floating in the water. If slightly tipped, does it go back to a floating position or does it flip over?

20 Loss of Culvert due to flooding on I-88 June 28,2006 Two truckers were killed

Power of Water  9/power_of_water_scary_natural_video/ 9/power_of_water_scary_natural_video/

22 Next Lecture  Fluid Flow