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Home⇒ Medical Science⇒ Bochemical Engineering⇒ Water treatment
1-Dont try to cram or spend more time here just read it fast and cover syllabus then practice MCQ's cheptor of same topic to check your progress. . |
2-Wrong options are also given but dont concentrate there, Right answer is in bold format. |
Q1 ⇒ Temporary hardness of water is caused by the presence of bicarbonates of calcium and magnesium [other wrong options] [Discuss in forum] chlorides of calcium and magnesium sulfates of calcium and magnesium carbonates of sodium and potassium |
Q2 ⇒ The common methods used for disinfection in waste water treatment plants are both (a) and (b) [other wrong options] [Discuss in forum] chlorination UV light Phenolic solvent |
Q3 ⇒ Both temporary and permanent hardness of water can be removed on boiling water with sodium carbonate [other wrong options] [Discuss in forum] calcium hydroxide calcium oxide calcium carbonate |
Q4 ⇒ Coliform bacteria in water is an indication of the presence of human feces [other wrong options] [Discuss in forum] radioactive wastes excess fertilizer decaying animals and plants |
Q5 ⇒ Permanent hard water may be softened by passing it through sodium hexametaphosphate [other wrong options] [Discuss in forum] sodium silicate sodium bicarbonate sodium phosphate |
Q6 ⇒ Which of the following physical method is used as germicidal in modern time for the treatment of drinking water? UV radiation [other wrong options] [Discuss in forum] Chlorination Treating with potassium permagnate Treating with bleaching powder |
Q7 ⇒ The ultimate source of water is rain and snow [other wrong options] [Discuss in forum] rivers and lakes dew and forest underground and surface |
Q8 ⇒ The water being used in dairy industry should contain not more than 5 proteolytic and/or lipolytic organisms per ml [other wrong options] [Discuss in forum] 10 proteolytic and/or lipolytic organisms per ml 15 proteolytic and/or lipolytic organisms per ml 20 proteolytic and/or lipolytic organisms/ml |
Q9 ⇒ The methods used for biological treatment are all of these [other wrong options] [Discuss in forum] lagoon activated sludge process oxidation ditches |
Q10 ⇒ The maximum desirable limit (BIS) of total hardness (as CaCo3) in drinking water is 300 ppm [other wrong options] [Discuss in forum] 600 ppm 500 ppm 1000 ppm |
Q11 ⇒ According to BIS the maximum permissible limit of dissolved solids in drinking water is 2000 mg/l [other wrong options] [Discuss in forum] 1000 mg/l 500 mg/l 1500 mg/l |
Q12 ⇒ Biological oxidation processes usually referred as biological treatment, are the most common form of secondary treatment [other wrong options] [Discuss in forum] primary treatment tertiary treatment all of these |
Q13 ⇒ From the following sanitizers which one comes under category of surface active agents? Teepol [other wrong options] [Discuss in forum] Tetra phosphate Meta phosphate None of these |
Q14 ⇒ BOD stands for biochemical oxygen demand [other wrong options] [Discuss in forum] british oxygen demand british oxygen depletion biological oxygen depletion |
Q15 ⇒ Zeolite softening process removes both temporary and permanent hardness of water [other wrong options] [Discuss in forum] only temporary hardness of water only permanent hardness of water the dissolved gases in permanent hard water |
Q16 ⇒ Application of quaternary ammonium compounds as sanitizing agents tends to increase the percentage of gram(-)ve rods on utensils [other wrong options] [Discuss in forum] favor gram positive bacteria decrease gram positive bacteria none of the above |
Q17 ⇒ Sanitizers used for rubber made equipments are strong alkalis [other wrong options] [Discuss in forum] strong acids combination of both none of these |
Q18 ⇒ Temporary hardness of water may be removed by adding calcium hydroxide [other wrong options] [Discuss in forum] calcium carbonate calcium chloride sodium bicarbonate |
Q19 ⇒ The activated sludge process consists of returning a portion of the clarifier influent water entering the reactor [other wrong options] [Discuss in forum] effluent water entering the reactor influent water coming out of the reactor effluent water coming out of the reactor |
Q20 ⇒ Conventional tertiary treatment is chemical coagulation and flocculation [other wrong options] [Discuss in forum] filtration sedimentation none of these |
Or |