Water Pressure and 2 dimensional motion

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The discussion revolves around calculating initial velocity (V_0) in relation to water pressure and two-dimensional motion. The participant references equations for height (H) and pressure (P), indicating a need for additional equations to solve the problem. There is a mention of Bernoulli's principle, suggesting its relevance in fluid dynamics, although there's confusion about its application with uniform density. The conversation highlights the challenge of integrating concepts from physics to arrive at a solution. Ultimately, the need for further clarification on the appropriate equations is emphasized.
EEristavi
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Homework Statement
Figure (See below) shows a valve separating a reservoir
from a water tank. If this valve is opened, what
is the maximum height above point B attained by the
water stream coming out of the right side of the tank?
Assume h = 10.0 m, L = 2.00 m, and ## \Theta ## = 30.0°, and
assume the cross-sectional area at A is very large compared
with that at B.
Relevant Equations
H = Vt - g(t^2)/2
F = P A
P = pgh
pf.png


$$ H = \frac { V^2 - V_0^2 sin \Theta} {-2g} $$
$$ H = \frac {V_0^2 sin \Theta} {2g} $$

So, I need to calculate ## V_0 ##
I'm thinking about pressure.

$$ P = \rho g \Delta h $$
$$ \Delta h = h - L sin \Theta $$

$$ F_A = P S_A $$
$$ F_A = P S_B $$

Dead End here...
 
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Perhaps you need another equation ? Look back in your notes or text ... what are the subjects that might be exercised herer ?
 
Nothing helpful...

Yes endeed, I need another equation/approach. However, I can't figure out which one :/
 
Ever hear of Bernoulli ?
 
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Likes EEristavi and Chestermiller
Yes of course.

However, As I understand, Bernouli is used when we have different densities (to "create" "upward" force).
 
Not right. One density cuts the cake just as well.
 
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