Site pages
Current course
Participants
General
Topic 1
Topic 2
Topic 3
Topic 4
Topic 5
Topic 6
Topic 7
Topic 8
Topic 9
Topic 10
Topic 11
Topic 12
Topic 13
Topic 14
Topic 15
Topic 16
Topic 17
Topic 18
Topic 19
Topic 20
Topic 21
Topic 22
Topic 23
Topic 24
Topic 25
Topic 26
Topic 27
Topic 28
Topic 29
Topic 30
Topic 31
Topic 32
Experiment No 1 - Earth work calculation for channel making
Practical - 11
Experiment No 1 - Earth work calculation for channel making
Experiment No 1 - Earth work calculation for channel making
Aim:
Computation of volume of earth work in the channels.
Problems:
1. Compute the depth of cut and height of bank at the various sections along the given line from the following data and draw the longitudinal section.
2. Calculate the quantity of earth work for 200 m. length channel in uniform ground with height of banks at the two ends being 1.0 m and 1.6 m. The formation width is 5 m, side slope is 2:1 (H: V). Assume that there is no transverse slope.
Use (i) Mid-sectional area method
(ii) Mean sectional area method.
3. Compute the volume of earth work along the given line from the following data
Assume the following
Formation width = 10 m.
Side slope = 2:1
Use
- Mid sectional area method
- Trapezoidal formula method
- Prismoidal formula method
Formation width = 10 m
Side slope
- Embankment = 2:1
- Excavation = 1.5:1
- Mid sectional area method
- Mean sectional area method
Last modified: Tuesday, 19 April 2011, 10:44 AM