Q.1.

Removal of oil and grease from sewage, is known

Q.2.

Chlorination of water is done for the removal of

Q.3.

Clogging of sewers, is caused due to

Q.4.

If the diameter of sewer ismm, the gradient required for generating self cleansing velocity, is

Q.5.

A sewer running partially full and hurried with back filled, fails in compression due to

Q.6.

In sewers the highest non-scouring velocity is achieved in

Q.7.

The digested sludge from septic tanks, is removed after a maximum period of

Q.8.

Fresh sewage may become stale in

Q.9.

For non-scouring velocity 5 m/sec, the type of sewers generally preferred to, is

Q.10.

For house drainage minimum gradient is

Q.11.

In a fully mechanised composting plant, involves

Q.12.

A rainfall may be classified as acidic if its pH value is less or equal to

Q.13.

The gas which may cause explosion in sewers, is

Q.14.

For evaporation and measurement of settlable solids, the apparatus used, is

Q.15.

A sewer pipe contains 1 mm sand particles of specific gravity 2.and 5 mm organic particles of specific gravity 1.the minimum velocity required for removing the sewerage, is

Q.16.

Pick up the correct statement from the following :

Q.17.

The dimensions of a rectangular settling tank are : lengthm, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is

Q.18.

A manhole is classified as shallow if its depth is between

Q.19.

In sewage having fully oxidised organic matter, the nitrogen exists in the form of

Q.20.

For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Q.21.

The dimensions of a rectangular settling tank are : lengthm, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is

Q.22.

The small sewers are cleaned by

Q.23.

In septic tanks,

Q.24.

The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

Q.25.

Disposal to sewage in large cities, is done in

Q.26.

If the side of a square sewer ismm, the diameter of a hydraulically equivalent circular section, is

Q.27.

Self-cleansing velocity is

Q.28.

When drainage to sewage ratio isthe peak dry weather flow is

Q.29.

In sewers the effect of scouring is more on

Q.30.

In SI units the power of sound is represented in

Q.31.

Sewer ventilating columns are generally placed at

Q.32.

The coagulant widely used for sewage treatment, is

Q.33.

The non-clog pump which permits solid matter to pass out with the liquid sewage, is

Q.34.

The screens are fixed

Q.35.

It is customary to design a sewer for D.W.F. on the basis of

Q.36.

The gradient of sewers depends upon

Q.37.

Dry water flow in a combined sewer, is

Q.38.

The sewer pipe which carries sewage from a building for immediate disposal is

Q.39.

Pick up the correct statement from the following :

Q.40.

For the COD test of sewage, organic matter is oxidised by K2Cr207 in the presence of

Q.41.

The ratio of minimum hourly flow to the average flow of sewage is

Q.42.

For treating the sewage of a large city, you will recommend

Q.43.

A rain sanitary sewer is constructed to carry

Q.44.

For design purposes, the normal rate of infiltration of ground water into the sewer, is

Q.45.

In case of Imhoff tanks,

Q.46.

House connections to the laterals is generally made by

Q.47.

For design purposes, the normal rate of infiltration of ground water into the sewer, is

Q.48.

Assertion (A) : Discharging the effluents from the oxidation ponds just up stream of lakes or reservoirs is undesirable.

Reason (R) : The discharged algae get settled in the reservoirs and cause anaerobic decomposition and other water qualities.

Q.49.

In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

Q.50.

During preliminary treatment of a sewage