The basically we have to design drainage system parallel to our alignment and discharge to nearest CD works. The drainage system is open drain and the type of channel with various sections like trapezoidal , rectangular and perforated pip, etc.
Following output details required for drainage plan & profile drawing:
1. We required following details
a. Drainage plan with following details
i. Center line of drainage network
ii. Flow arrow.
iii. Chainage and invert level at change of point like at change of section, slope, etc
b. L-section/ In profile with following details
i. Drainage profile with following details required
1. Top levels of Drain
2. Slope of Drain
3. Size of Drain
4. Type of Drain
5. Chainage and invert level at change of point like at change of section, slope, etc.
6. Proposed design track formation line.
ii. Tabular annotation in drainage profile with following details required
2. Invert levels of Drain at 20m interval.
3. Slope of Drain
4. Size of Drain
5. Type of Drain
6. Offset distance between drainage center line to designed track center line.
7. Proposed DFC Formation/ Rail levels
8. Existing Ground level
9. Track design chainage
We have used drainage design tool from PRT software and followed steps are described in attached file “Steps adopted in PRT software”.
During design we are facing following problems/ difficulties:
1. Once we place any network at some location and design network. But if we would like to change location of the network , we are not able to modify the same. i.e. Northing and Easting of the Upstream and Downstream side of the channel section.
2. We are not able to assign different type/ size of section like Trapezoidal or Rectangular channel section within single network. For example if there is a need to provide a Trapezoidal channel section with base width 0.3m for starting 0.5 km , base width 0.5m for next 0.5 km and then after 0.5km rectangular section for total network length of 1.5 km.
3. We are not able to provide curvilinear drain in the network i.e. drainage centerline is parallel to out track alignment along the track curvature.
4. We are not able to show different network in one L-section i.e. network1, network2, etc.