Q. The sewer pipes

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Q. The normal values of over flow rates for secondary sedimentation tanks, ranges between

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Q. The Brake Horse power of the motor (efficiency 60%) required for a pump of capacity 0.075 cumec for a total lift of 12 m, is

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Q. The normal value of over flow rates for plain primary sedimentation tanks, ranges between

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Q. The asbestos cement sewers are

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Q. Bottom openings 15 cm x 15 cm in the standing baffle wall are provided

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Q. Faculative bacterias survive in

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Q. The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

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Q. For sewers, inverted siphon is provided for

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Q. The coagulant which is generally not used for treating the sewage, is

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Q. Fresh sewage is generally

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Q. In a trickling filter

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Q. If the flame of a miner's safety lamp in a manhole extinguishes within 5 minutes, the sewer certainly contains

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Q. In Chezy's formula V = C √rs for calculating the velocity of flow in circular sewer of diameter D running full, the value of hydraulic mean radius is

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Q. The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

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Q. If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

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Q. Setting out the alignments of sewers may start from

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Q. If the flame of a miner's safety lamp in the upper layers of the sewer forms an explosive, the sewer certainly contains

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Q. In normal conditions, the period for sludge digestion, is

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Q. The bottom of the sewage inlet chamber of septic tanks, is provided an outward slope

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