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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.
Define Special considerations for underwater inspection? Once a diver enters the water, there environment changes completely. Visibility decreases and is often reduced to near
Explain equation for Change Interval y = t + v / 2a + 64.4G Where: y = length of yellow interval (sec) t = driver perception/reaction time (1.0 sec generally used)
Describe the basic difference in the bearing capacity computation of shallow and deep foundations. How are skin frictions and point resistance of a pile computed?
describe setting out right angle at given point on a chain line and when the point lies outside the chain line
Q. Good surface regularity for sub-base in concrete pavement? Surfaces of sub-base material for concrete carriageway must be built in a regular manner due to the following reas
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• The previous load analysis represents a first and necessary step in the analysis of the given structure but it does not tell us whether the given load can be safely supported (i.
Find the maximum stress: A circular bar rigidly fixed at both ends is 1 m long and tapers uniformly from 20 cm diameter at one end to 10 cm diameter at the other end. Find the
Q. What is Shock transmission unit in bridges? Shock transmission unit is fundamentally a device connecting separate structural units. It's characterized by its ability to tran
Q. For what capacity would you design a sanitary branch sewer to serve a section having a population of 12500 persons with a rate of supply of 135 Liters. Ans.- Average flow
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