Pressure difference between two points in a tapered pipe

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Homework Statement
The pipe in the figure is transporting oil (density 850 kg/m3). The velocity at point 1
is 0.5m/s, but at point 2 it is 1.0m/s. Calculate the difference in height in the two open thin tubes
Relevant Equations
Bernoulli's equation
Trying to find an equation for the pressure difference between point 1 and 2. Not sure if my overall reasoning is incorrect, or I introduced a sign error somehow. The equation I come up with implies that the difference is a negative number, but that can't be true if the area of pipe at point 1 is larger than it is at point 2, as it in the given diagram?

Here's my work:

## l_1 ## and ## l_2 ## are intended to mean the distance from points 1 and 2 to where the fluid meets the air.

## P_1 + \rho g l_1 = P_{atm} ##

## P_2 + \rho g l_2 = P_{atm} ##

## P_1 + \rho g l_1 = P_2 + \rho g l_2 ##

## P_1 - P_2 + \rho g l_1 = \rho g l_2 ##

## P_1 - P_2 = \rho g l_2 - \rho g l_1 ##

## P_1 - P_2 = \rho g(l_2 - l_1) ##

## P_1 - P_2 = \rho g(-h) ##
 

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The height difference should not have any sign.
The lesser height reached by its liquid column is the effect caused by the lower internal static pressure in cross-section 2.
 

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