## Explain the critical flow - hydrolic system, Civil Engineering

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Explain the Critical Flow

Critical flow occurs where the flow depth is at the critical depth. One location in an open channel is where the flow is approaching a free outfall.

#### Functions of cap block drive cap and pile cushion, Question What are ma...

Question What are main functions of cap block drive cap and pile cushion in driven piles? Answer Cap block is fit amid hammer end and drive cap to manage hammer bl

#### Show elastomeric bearings, 1. Elastomeric bearings must not be placed one b...

1. Elastomeric bearings must not be placed one behind the other along the longitudinal axis of the girder on a single line of support under any circumstances. 2. Bearings of dif

#### Road construction, how to calculate various quantities of materials for wet...

how to calculate various quantities of materials for wet mix macadam and dense bitumen macadam

#### Define the coefficient of permeability - hydraulic system, Define the Coeff...

Define the Coefficient of Permeability: (K) A measurement of the ability of the soil or an aquifer for the movement of water through it. Also termed "hydraulic conductivity", C

#### Reinforcement detailing, i want to know about the detailing at beam -column...

i want to know about the detailing at beam -column joint & beam- wall joint

#### Calculate the ultimate bearing capacity of the footing, A continuous footin...

A continuous footing of width 2.5 m rests 1.5 m below the ground surface in clay. The unconfined compressive strength of the clay is 150 kN/m 2 . Measure the ultimate bearing ca

#### How can we reduced frictional losses, How can we reduced frictional losses ...

How can we reduced frictional losses Frictional losses can be reduced by several methods, such as : (a) Over-tensioning the tendons by an amount equal to the maximum frictio

#### Scale., how many scale are there and what are they use

how many scale are there and what are they use

Bituminous Macadam: Bituminous Macadam (BM) is a base course in which coarse aggregates are mixed with a bituminous binder. The mix is open-graded with 20-25 per cent voids.

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