A 60 m long siphon spillway discharges water at .32 m^3/s. The siphon crown is 1.2m above the water surface elevation of the reservoir and a length 10m away from the siphon entrance. If the siphon diameter is 30 cm, if the friction factor is .02, and the headless coefficient are .2 (inlet) and 1 (exit), what is the elevation difference between the siphon crown and the downstream pool? What is the pressure at the crown in kn/m^2?