3. Treated wastewater from an industrial facility travels through a 1 km channel before flowing into a natural waterway. The channel has two distinct sections. The upstream section is 600 m long, has a depth of 0.5 m, and channel velocity of 0.75 m/s. The downstream section is 400 m long, has a depth of 0.7 m, and a channel velocity of 1.0 m/s. If the treated wastewater enters the channel with a dissolved oxygen concentration of 4.0 mg/L and a temperature of 22 C, what is the dissolved oxygen concentration where the channel empties into the natural waterway? Assume the water temperature remains constant, the water is not saline, and air pressure is 760 mm Hg (1 atm).

Amass of m 1.5 kg of steam is contained in a closed rigid container. initially the pressure and temperature of the steam are: p 1.5 mpa and t 240°c (superheated state), respectively. then the temperature drops to t2= 100°c as the result of heat transfer to the surroundings. determine: a) quality of the steam at the end of the process, b) heat transfer with the surroundings. for: p1.5 mpa and t 240°c: enthalpy of superheated vapour is 2900 kj/kg, specific volume of superheated vapour is 0. 1483 m/kg, while for t 100°c: enthalpy of saturated liquid water is 419kj/kg, specific volume of saturated liquid water is 0.001043m/kg, enthalpy of saturated vapour is 2676 kj/kg, specific volume of saturated vapour is 1.672 m/kg and pressure is 0.1 mpa.

Refrigerant 134a enters an insulated compressor operating at steady state as saturated vapor at -26°c with a volumetric flow rate of 0.18 m3/s. refrigerant exits at 9 bar, 70°c. changes in kinetic and potential energy from inlet to exit can be ignored. determine the volumetric flow rate at the exit, in m3/s, and the compressor power, in kw.

Water in a partially filled large tank is to be supplied to the roof top, which is 8 m above the water level in the tank, through a 2.2-cm-internal-diameter pipe by maintaining a constant air pressure of 300 kpa (gage) in the tank. if the head loss in the piping is 2 m of water, determine the discharge rate of the supply of water to the roof top in liters per second.