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November 02, 2025, 01:44:56 pm

Author Topic: A few Specialist Problems  (Read 20028 times)  Share 

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GerrySly

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Re: A few Specialist Problems
« Reply #15 on: March 23, 2009, 07:53:47 pm »
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Find the asymptotes of the graph with equation

dividing through by x to get


as , , so on the left, the graph becomes . Do the same thing on the right to obtain . Hence is a slant asymptote.

Ah ok, yeah that is one of my problems heh, asymptotes that are equations, thanks for that Mao. It seems you are the only one who can help me lol
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GerrySly

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Re: A few Specialist Problems
« Reply #16 on: April 19, 2009, 03:57:14 pm »
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An inverted cone with depth 50 cm and radius 25cm is intially full. Water drains out at 0.5 litres per minute. The depth of water in the cone is h cm at time t minutes.(Find an expression for )
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kamil9876

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Re: A few Specialist Problems
« Reply #17 on: April 19, 2009, 04:14:10 pm »
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The slope of the line on the side is a constant
Use that expression to find r in terms of h. Then you can sub that into the equation for V to get V in terms of h. This yields an easy situation.
Voltaire: "There is an astonishing imagination even in the science of mathematics ... We repeat, there is far more imagination in the head of Archimedes than in that of Homer."

GerrySly

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Re: A few Specialist Problems
« Reply #18 on: April 19, 2009, 05:13:32 pm »
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The slope of the line on the side is a constant
Use that expression to find r in terms of h. Then you can sub that into the equation for V to get V in terms of h. This yields an easy situation.
, why is that -500 and not -1/2?

I attempted the equation and ended with the answer , I think I am not fully understanding something.

2 weeks of no maths at all has really hit me hard now :P
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dcc

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Re: A few Specialist Problems
« Reply #19 on: April 19, 2009, 05:17:02 pm »
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, why is that -500 and not -1/2?

1 litre = 1000 cm^3.  Since all the other measurements are in cm, it makes sense to get volume in cm as well.

kamil9876

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Re: A few Specialist Problems
« Reply #20 on: April 19, 2009, 05:45:28 pm »
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and now chain rule it to get -2000 on the numerator for dh/dt.
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GerrySly

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Re: A few Specialist Problems
« Reply #21 on: April 19, 2009, 08:43:21 pm »
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Thanks for that guys, appreciate the help, starting to get back into the swing of things. Got another though that I can't seem to do



I know it has something to do with using the relationship between and but I am not sure how to do that as x is constantly changing so it can't be the radius (which I could then use , to solve)
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Mao

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Re: A few Specialist Problems
« Reply #22 on: April 19, 2009, 09:22:54 pm »
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the circular cross section can be modelled by a circle of radius 2 with a center of (2,0):
[think of this as the tank is laying on its side with water flowing out to the left (-x direction)]

Then, at any given x value between 0 and 4, the width is 2y





The surface area A can then be expressed as [this area is the area of water that is exposed to atmosphere, ambiguous wording...]

hence,

(if I remember correctly, that is)
« Last Edit: April 19, 2009, 09:25:37 pm by Mao »
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GerrySly

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Re: A few Specialist Problems
« Reply #23 on: May 03, 2009, 04:14:01 pm »
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Having some troubles with those two questions. I thought I had an idea of how to do 10 a) but I have trouble working it out without 3 bits of information. I thought that I just subbed it into the equation , and then solved but with two unknowns I am not sure where to go from there



Number 11 I know I have to split it into two parts and solve, i.e. forwards and backwards, but no idea where to go from there.

Help appreciated :)
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Re: A few Specialist Problems
« Reply #24 on: May 03, 2009, 04:37:28 pm »
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10.

a = a
u = 1.2
d = 3.2
v = 0








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GerrySly

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Re: A few Specialist Problems
« Reply #25 on: May 03, 2009, 06:13:52 pm »
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10.

a = a
u = 1.2
d = 3.2
v = 0









Oh wow, probably should have figured that out heh, thanks

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Flaming_Arrow

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Re: A few Specialist Problems
« Reply #26 on: May 03, 2009, 06:30:38 pm »
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11.

d =  ut
d = 12 * 4 = 48m


u = -4 a= ? t= 20 d=48

d= -80 + 0.5at^2

48 = -80 + 0.5 * a * 400

a = 0.64 ms^-2


i don't get what b is asking
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GerrySly

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Re: A few Specialist Problems
« Reply #27 on: May 03, 2009, 07:04:06 pm »
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Thanks for that, I thought B was asking for the time in which the final velocity of the first section = 0. So when the particle slows to a stop and begins going backwards

The way I thought to do that was the following



Then solve that for when , but I keep getting when the answer is
« Last Edit: May 03, 2009, 07:10:02 pm by GerrySly »
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Mao

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Re: A few Specialist Problems
« Reply #28 on: May 03, 2009, 10:47:34 pm »
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11. Setting at 12 seconds, the displacement x is +48m, velocity is +4. to get back to origin, it must have a displacement of -48.





The time the particle has a negative velocity:

(this is the point where the particle momentarily stops)

Hence it spends the rest of the time, 13.75 seconds, going backwards.
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GerrySly

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Re: A few Specialist Problems
« Reply #29 on: May 31, 2009, 06:32:23 pm »
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Show that



Just showing me how to do the first one should be helpful, thanks
« Last Edit: May 31, 2009, 07:24:52 pm by GerrySly »
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