Civil Engineering - Highway Engineering - Discussion
Discussion Forum : Highway Engineering - Section 1 (Q.No. 1)
1.
A district road with a bituminous pavement has a horizontal curve of 1000 m for a design speed of 75 km ph. The super-elevation is
Discussion:
96 comments Page 4 of 10.
Ramkishor Sahu said:
7 years ago
Superelevation is always.
e+f=v^2/127R.
But for the design of the superelevation we take,
e=V^2/225R.
So, Here velocity 75 kmph and horizontal curve 1000 meter given.
That means it is the radius of the horizontal curve.
Note:- Horizontal curve always given in the form of the radius.
Put these values to find the horizontal curve,
e = 75^2 / (225*1000).
e = 1/40.
Thank you.
e+f=v^2/127R.
But for the design of the superelevation we take,
e=V^2/225R.
So, Here velocity 75 kmph and horizontal curve 1000 meter given.
That means it is the radius of the horizontal curve.
Note:- Horizontal curve always given in the form of the radius.
Put these values to find the horizontal curve,
e = 75^2 / (225*1000).
e = 1/40.
Thank you.
(1)
Mohammed said:
7 years ago
@Azanaw.
You will find a clear explanation in IRC 38 codebook. However, I will try to briefly summarise it to you.
Basically superelevation is provided to counteract the centrifugal force experienced by a vehicle when it's negotiating a curve. Now counteracting the full centrifugal force developed for a given design speed would require us to provide superelevation of more than 7%. But IRC restricts the maximum value of e= 7%.
So in practice for mixed traffic, most vehicles travel at less than design speed (where we have both slow and fast-moving vehicles) so as a compromise since we can\'t provide the actual value we design superelevation to resist the full centrifugal force developed at 75% design speed.
Eg: If the design speed of a National Highway is 80kmph. We design the superelevation to fully resist the centrifugal force developed due to 75% of 80kmph = 60 kmph.
This method of giving superelevation will not be inconvenient to fast-moving vehicles but would be of aid to slow-moving vehicles.
You will find a clear explanation in IRC 38 codebook. However, I will try to briefly summarise it to you.
Basically superelevation is provided to counteract the centrifugal force experienced by a vehicle when it's negotiating a curve. Now counteracting the full centrifugal force developed for a given design speed would require us to provide superelevation of more than 7%. But IRC restricts the maximum value of e= 7%.
So in practice for mixed traffic, most vehicles travel at less than design speed (where we have both slow and fast-moving vehicles) so as a compromise since we can\'t provide the actual value we design superelevation to resist the full centrifugal force developed at 75% design speed.
Eg: If the design speed of a National Highway is 80kmph. We design the superelevation to fully resist the centrifugal force developed due to 75% of 80kmph = 60 kmph.
This method of giving superelevation will not be inconvenient to fast-moving vehicles but would be of aid to slow-moving vehicles.
Arjun said:
7 years ago
Design superelevation is always taken as 75% of the Design Speed hence it is e = v^2/225R.
KARA LALA said:
7 years ago
GSB - Granular Sab Base.
WMM - Wet Mix Macadam.
WMM - Wet Mix Macadam.
Tabaamith said:
7 years ago
Convert 75km/hr to m/ sec, which comes 20.85m/sec.
Take velocity as 75% of design speed.
Now, e= (0.75 * 20.85)^2/ 9.81X1000 = 0.024.
In ratio 1/1/0.024 = 1 in 40.
Take velocity as 75% of design speed.
Now, e= (0.75 * 20.85)^2/ 9.81X1000 = 0.024.
In ratio 1/1/0.024 = 1 in 40.
Rahul said:
8 years ago
In this question clearly mentioned design for the road not for any particular vehicle.
In the design of road assume friction is zero and 75% velocity ie formula of e is v^2/225R.
In the design of road assume friction is zero and 75% velocity ie formula of e is v^2/225R.
Singh bushan chib said:
8 years ago
It is right 1/40 by using the formula.
Mayur said:
8 years ago
Use e= (0.75v)^2/gr.
Sonam phuntsho said:
8 years ago
What is the location of the road is on hilly area?
Yash said:
8 years ago
Already design speed is given, then why it converted again to design speed? Please tell me.
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