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QuestionWhat is key application of inverted siphons? What are major drawbacks of using inverted siphons?
AnswerInverted siphons are planned at locations in which sewer system is blocked by anti-establishment utilities, storm water drains. They are now and then known as depressed sewers as it is claimed that there is no real siphon action. They attach upstream and downstream sewers with U-shaped straight up alignment such that they forever running full. Drawbacks of inverted siphons are-(i) They induce extra head loss to sewer system which is disagreeable in hydraulic performance.(ii) U-shaped siphons construct sediment accumulation trouble and earlier experience showed that inverted siphons were simply blocked due to siltation; (iii) Protection of overturn siphons is complicated due to its isolation.
A bed of sand 12 m thick is underlain by a compressible stratum of normally loaded clay, 6 m thick. The water table is at a depth of 5 m below the ground level. The bulk densities
A retaining wall 3.6 m high supports a dry cohesion less backfill with a plane ground surface sloping upwards at a surcharge angle of 20° from the top of the wall. The back of the
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Testing of Aggregates: For use in pavement, road aggregates have to be strong, durable and of good shape. A well-graded aggregates adds to the stability of the layer. The fol
metal sizes required and adopted question #Minimum 100 words accepted#
Q. Permanent Repairs to rail fracture? (i) If the fracture is such that, wide gap A T welding ban be adopted, then the total length of fractured ends to-be cut shall be equal t
Why do we need to control air pollution? a. It causes harmful effects on human health, Materials and property, Plants and Animals, Visibility, Global climate and others b.
Define Pneumatic Tools for Underwater Inspection of Bridge? These are more efficient than hand tools and cause less diver fatigue. The disadvantages are that below about 20 m,
Q. Define Well Steoning? It is the side wall of well foundation. It is built of masonry or cement concrete not less than M 10 grade, sufficient bond rods should be provided to
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