Q.1.
The maximum diameter of sewers adopted in the designs is
Q.2.
Which one of the following part of human body withstands minimum radiation?
Q.3.
Hydraulic mean radius is
Q.4.
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter
Q.5.
The sewer which resists sulphide corrosion, is
Q.6.

The sewerage system consists of

Q.7.

Sewer pipes need be checked for

Q.8.

The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.in water having temperature 10°C, is

Q.9.

If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of

Q.10.

Aerobic activity is maximum

Q.11.

The minimum diameter of a sewer is kept

Q.12.

If γw is the unit weight of water, r the hydraulic mean depth of the sewer and S the bed slope of the sewer, then the tractive force exerted by flowing water, is

Q.13.

The ratio of design discharge to the surface area of a sedimentation tank is called

Q.14.

In sewers designed with self cleansing velocity,

Q.15.

The minimum diameter of sewer to be adopted is

Q.16.

In detritus tanks,

Q.17.

Inkg of sewage, the total solids approximate

Q.18.

Stone ware pipes are

Q.19.

Which one of the following resists hydrogen sulphide corrosion

Q.20.

D is the diameter of a circular sewer and α is the side of a square section sewer. If both are hydraulically equivalent, the relationship which holds good, is

Q.21.

To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by pottassium dichromate in the presence of

Q.22.

The width of a settling tank with 2 hour detention period for treating sewagecu m per hour, is

Q.23.

Pathogens (or pathogentic bacterias) in water may cause

Q.24.

In the activated sludge process

Q.25.

Skimming tanks are

Q.26.

The settlement of a particle in sedimentation tank, is affected by

Q.27.

For detecting the nitrites in the sewage, the matching colour may be developed by adding

Q.28.

If n is the rugosity coefficient, r is the hydraulic depth, s is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula evolved by

Q.29.

The discharge per unit plan area of a sedimentation tank, is generally called

Q.30.

In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Q.31.

Sewer manholes are generally provided at

Q.32.

Pick up the correct statement from the following :

Q.33.

If the length of overland flow from the critical point to the mouth of drain is 13.km and difference in level between the critical point and drain mouth ism, the inlet time is

Q.34.

Hume steel pipes are

Q.35.

The suitable cross-section of sewers to carry combined flow, is

Q.36.

Assertion (A) : The determination of pH value of sewerage is important.

Reason (R) : The efficiency of certain treatment methods depends upon the availability of pH value.

Q.37.

Antisyphonage pipe is fitted

Q.38.

Oxidation process results in the formation of

Q.39.

Before discharging the foul sewage into rivers, it is generally treated by

Q.40.

With self cleansing velocity in sewers

Q.41.

For drains up tocumecs, the depth d and width B are related by

Q.42.

Dry weather flow is :

Q.43.

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

Q.44.

Before discharging the foul sewage into rivers, it is generally treated by

Q.45.

As compared to fresh river water, sea water contains oxygen

Q.46.

In the activated sludge process

Q.47.

For drains up tocumecs, the depth d and width B are related by

Q.48.

With self cleansing velocity in sewers

Q.49.

In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is

Q.50.

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