Q.1.

Drop manholes are the manholes

Q.2.

Pick up the correct statement from the following :

Q.3.

In normal conditions, the period for sludge digestion, is

Q.4.

The underground sewers are more subjected to

Q.5.

The laying of sewers is done with

Q.6.

Cement concrete sewers are only suitable if non-scouring velocity is between

Q.7.

The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

Q.8.

For sewers, inverted siphon is provided for

Q.9.

Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

Q.10.

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

Q.11.

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

Q.12.

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

Q.13.

Pick up the correct statement from the following :

Q.14.

The rational formula for peak drainage discharge, was evolved by

Q.15.

The grit chambers of sewage treatment plants, are generally cleaned after

Q.16.

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

Q.17.

If the discharge of a sewer running half is1.p.s., i = 0.and n = 0.the diameter of the sewer, is

Q.18.

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

Q.19.

If the pH value of sewage is 7

Q.20.

The asbestos cement sewers are

Q.21.

To maintain aerobic biological activity, the moisture content of the compost mass should be about

Q.22.

Pick up the incorrect statement from the following for allowing workers to enter sewers

Q.23.

If the depletion of oxygen is found to be 5 ppm after incubating a 2.solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

Q.24.

The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Q.25.

For a continuous flow type of sedimentation tanks

Q.26.

The intensity of rain is expressed in

Q.27.

The sewer pipes

Q.28.

The sewage treatment in septic tanks is due to

Q.29.

The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

Q.30.

For efficient working of a sewer, it must be ensured that

Q.31.

Fresh sewage is generally

Q.32.

Bottom openingscm xcm in the standing baffle wall are provided

Q.33.

The pressure exerted by

Q.34.

The sewer that unloads the sewage at the point of treatment is called

Q.35.

Setting out the alignments of sewers may start from

Q.36.

The most efficient cross-section of sewers in a combined sewerage system is

Q.37.

The temperature affects the

Q.38.

In areas where light rains are uniformly distributed throughout the year, the type of sewerage system to be adopted is

Q.39.

kg of sewage contains

Q.40.

The sewage treatment units in which anaerobic decomposition of organic matter is used, are called

Q.41.

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

Q.42.

The sewage treatment units in which anaerobic decomposition of organic matter is used, are called

Q.43.

In very first stage of decomposition of the organic matter in sewage

Q.44.

A manhole is generally provided at each

Q.45.

In a trickling filter

Q.46.

Pick up the incorrect statement from the following :

Q.47.

Faculative bacterias survive in

Q.48.

A cylindrical ejector having its height 2 m fills after everyminutes with a peak sewage discharge of 0.cumec. The diameter of the ejector chamber, is

Q.49.

Pick up the incorrect statement from the following :

Q.50.

No treatment of the sewage is given if dilution factor is