Civil Engineering - GATE Exam Questions
Exercise : GATE Exam Questions - Section 4
11.
The total length (in km) of the existing National Highways in India is in the range of
12.
A direct runoff hydrograph due to an isolated storm with an effective rainfall of 2 cm was trapezoidal in shape as shown in the below figure. The hydrograph corresponds to a catchment area (in sq. km) of
13.
A simply supported beam with an overhang is traversed by a unit concentrated moment from the left to the right as shown below
The influence line for reaction at B is given by
The influence line for reaction at B is given by
zero everywhere.
14.
The parameters in Horton's infiltration equation 
are given as, fo = 7.62 cm/hour, fc = 1.34 cm/hour and k = 4.182/hour. For assumed continuous ponding the cumulative infiltration at the end of 2 hours is
are given as, fo = 7.62 cm/hour, fc = 1.34 cm/hour and k = 4.182/hour. For assumed continuous ponding the cumulative infiltration at the end of 2 hours is15.
The temporary hardness of water, is caused by:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers