There are 2 factors contributing to the different flow values you're seeing, gravity and the tank has an exit orifice which restricts the outflow.
From the documentation: " The size of the tank is assumed to be large enough to neglect the pressurization and fluid level change due to fluid volume. The block accounts for the fluid level elevation with respect to the tank bottom, as well as for pressure loss in the connecting pipe that can be caused by a filter, fittings, or some other local resistance."
There is a gravity term, that assumes the liquid surface remains at a constant height above the outlet. (The tank is big compared to the flow.) Also, there is a loss from the flow out of the port. In order to replicate the effect you'll need to add the tank fluid height * density * g to your pressure source. For the latter effect, you need a Fixed Orifice block with area the same as the outlet area to the tank, pi/4*0.01^2 and a discharge coefficient of sqrt(1/1.2) (see attached model). These will change, obvoiusly, if you had different paramters in the tank block.
In addition it's worth updating to the IL domain. The equivalent model in that domain is also shown.