1) Absolutely soft waters are required for
a) prevention of corrosion in pipes
b) drinking
c) washing with synthetic detergent soap
d) boilers
a) prevention of corrosion in pipes
b) drinking
c) washing with synthetic detergent soap
d) boilers
a) cardiovascular diseases
b) laundering
c) wash water of sinks and porcelain tubs
d) boiler feed water
a) vegetables toughened
b) more soap consumed
c) scales formed inside pipes protect them from corrosion
d) skin roughened
a) dead end system or reticulation system of network of pipes
b) timing of water supply
c) water supplied is soft or hard
d) climatic conditions
a) incremental increase method
b) geometrical increase method
c) arithmetical increase method
d) graphical method
a) rate of growth of population
b) capacity of the municipality to repay
c) quality of fittings used
d) percentage interest at which the loan is taken
a) a deep well
b) an impounded reservoir
c) an elevated lake
d) a perennial river
a) maximum daily demand
b) average daily demand
c) maximum hourly demand
d) maximum hourly demand on maximum day
a) lesser value
b) same value
c) accurate value
d) higher value
a) graphical method
b) geometrical increase method
c) arithmetical increase method
d) incremental increase method
a) suspended impurities
b) dissolved impurities
c) both suspended and dissolved impurities
d) none of the above
a) standard platinum scale
b) standard silica scale
c) standard cobalt scale
d) platinum cobalt scale
a) starch iodide method
b) orthotolidine method
c) both (a) and (b)
d) none of the above
a) residual chlorine
b) dose of coagulant
c) biochemical oxygen demand
d) dissolved oxygen
a) removal of turbidity
b) removal of hardness
c) killing of disease bacteria
d) complete sterilisation
a) difference of applied and residual chlorine
b) applied chlorine
c) residual chlorine
d) sum of applied and residual chlorine
a) super chlorination
b) post chlorination
c) break point chlorination
d) pre- chlorination
a) hypo- chlorination
b) de- chlorination
c) pre- chlorination
d) super chlorination
a) increases
b) decreases
c) remains unaffected
d) none of the above
a) grid iron system
b) dead end system
c) radial system
d) ring system
a) radial system
b) dead end system
c) ring system
d) grid iron system
a) partially separate system
b) combined system
c) partially combined system
d) separate system
a) is cheaper in initial cost than dry conservancy system
b) requires treatment before disposal
c) creates hygenic problem
d) all of the above
a) given in the direction of natural slope of ground
b) given in the direction opposite to natural slope of ground
c) zero
d) steeper than 1 in 20
a) grade of sewer
b) length of sewer
c) hydraulic mean depth of sewer
d) roughness of sewer
a) less strength
b) difficulty in transportation due to heavy weight
c) less life
d) difficulty in construction
a) standard form of egg shaped sewer
b) rectangular section
c) circular section
d) modified egg shaped section
a) provides self cleansing velocity at low discharges
b) is more stable than circular section
c) is easy to construct
d) is economical than circular section
a) circular sewer
b) horse- shoe type sewer
c) semi- elliptical sewer
d) egg shaped sewer
a) maximum at noon
b) maximum at midnight
c) mimimum at noon
d) same throughout the day
a) minimum flow only
b) maximum and minimum flow
c) maximum flow only
d) average flow only
a) presence of water
b) absence of oxygen only
c) presence as well as in absence of oxygen
d) presence of oxygen only
a) minimum flow only
b) average flow only
c) maximum flow only
d) maximum and minimum flow
a) antisiphonage pipe
b) waste pipe
c) vent pipe
d) soil pipe
a) pathogenic
b) parasitic
c) saprophytic
d) anaerobic
a) dehydration
b) reduction
c) alkalinization
d) oxidation
a) slotted pipe tubewell
b) cavity type tubewell
c) strainer type tubewell
d) none of above
a) nitrogen oxide and ozone
b) ozone and carbon monoxide
c) sulphur dioxide and nitrogen oxides
d) sulphur dioxide and ozone
a) heart attack cases
b) skin cancer cases
c) asthma cases
d) none of the above
a) fluorides
b) nitrates
c) lead
d) chlorides
a) sodium thiosulphate
b) sodium sulphate
c) sodium hexametaphosphate
d) sodium bisulphate
a) dissolved oxygen content
b) organic matter content
c) B.O.D.
d) ammonia content
a) length of the tank
b) detention time
c) depth of the tank
d) horizontal velocity of water
a) reduction in the waste purifying capacity of the soil
b) clogging of pores in soil due to excessive application of sewage to land, obstructing aeration and leading to septic conditions
c) toxicity of sewage interfering with response to treatment
d) destruction of aquatic flora and fauna due to gross pollution of receiving bodies of water by sewage
a) their construction is economical
b) they are structurally more stable
c) they offer good flow velocity during
d) their maintenance is easier
a) provide a partial vacuum
b) restrict the flow of water
c) prevent entry of foul gases in the house
d) trap the solid wastes
a) natural or artificial depressions exist
b) area is unsuitable for excavation of trenches
c) adequate depth of cover material is available at the site
d) the water table is near the surface
a) crown of the sewers
b) bottom of the concrete bed of sewers
c) inverts of the sewers
d) hydraulic gradients of the sewers
a) oceans
b) wells
c) lakes
d) rivers
a) aerobic
b) anaerobic
c) facultative
d) any of the above
a) excessive discharge of nutrients
b) excessive discharge of chlorides
c) discharge of toxic substances
d) excessive discharge of suspended solids
a) ion exchange method
b) using lime soda process
c) excess lime treatment
d) using excess alum dosage
a) dilution, oxidation and coagulation
b) sedimentation, oxidation and coagulation
c) dilution, sedimentation and coagulation
d) dilution, sedimentation and oxidation sedimentation
a) time of travel
b) rainfall intensity
c) velocity in the sewer
d) area served by the sewer
a) anaerobic digester
b) aerobic digester
c) incinerator
d) drying beds
a) carbon particles of mictoscopic size
b) finely divided particles of ash
c) diffused liquid particles
d) dispersion of small solid or liquid particles in gaseous media
a) above atmospheric pressure
b) at atmospheric pressure
c) at 0.5 times of the atmospheric
d) at sub atmospheric pressure
a) axial flow pump
b) centrifugal pump
c) rotary pump
d) reciprocating pump
a) intercepting trap
b) p- trap
c) gully trap
d) anti- siphon trap
a) depth
b) detention time
c) percent removal of suspended solids
d) overflow rate