1.Consider the following starting data for the sizing of a UASB reactor applied to the treatment of wastewater with an o

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1.Consider the following starting datafor the sizing of a UASB reactor applied to the treatment ofwastewater with an organic load of 3000 mg COD/L and Flow = 250m3/h: H = 6 m critical ascent speed = 1 m/h, Critical organic loadrate = 10 kg/m3.d. Calculate the volume of the reactor, the rate oforganic loading, and the rate of rise of the liquid.
2. Consider the following startingdata for the sizing of a UASB reactor applied to the treatment ofwastewater with an organic load of 500 mg COD/L and Flow = 250m3/h: H = 6 m critical ascensional velocity = 1 m/ h, Criticalorganic load rate = 5 kg/m3.d. Calculate the volume of the reactor,the rate of organic loading, and the rate of rise of theliquid.