際際滷

際際滷Share a Scribd company logo

Doubling presentation

Download as PPTX, PDF
Neha Singh
Neha Singh

The document reports on a project to double a 10 km stretch of railway line between Shivnagar and Bandhuakalan. It discusses the objectives, methodology, location details, traffic survey results, specifications of work including earthwork, bridges, level crossings, track linking process, and conclusions. The doubling is aimed to ease mounting rail traffic pressure and allow optimal use of maintenance machines by providing an additional track on the busy single line section.

1 of 33
Downloaded 40 times
PROJECT REPORT Project Guide Miss Deepti Gupta Senior Lecturer Submitted By Neha Singh 1212200073 Rakesh Kumar Gupta 1212200083 Zeeshan Ahmed 1212200126 PLANNING OF DOUBLING OF BROAD GAUGE RAILWAY LINE AT SHIVNAGAR- BANDHUAKALAN (10 KM) S H R I R A M S WA R O O P M E M O R I A L C O L L E G E O F E N G I N E E R I N G & M A N A G E M E N T
I N T R O D U C T I O N Doubling of railway line means construction of an additional line. It is normally done when single line is not in a position to carry the number of trains required to pass on the section. The doubling of Utraitia - Sultanpur-Zafrabad project is for diverting freight traffic from Mughalsarai - Allahabad - New Delhi route so as to provide room for additional coaching traffic to be introduced in near future . The patch doubling from Zafrabad to Shri Krishna Nagar (34 kms), Sultanpur to Bandhuakalan (09 kms) & Utraitia to Chandraulli (37 kms) has been completed. The balance 148 km stretch is with single railway track that need to be double. Specific section of 10 kms length between Shivnagar and Bandhuakalan has been selected for the project.
OBJECTIVE To eradicate mounting pressure of rail traffic. To get the optimum benefit from the modern maintenance machines. To cope up with the additional requirement to traffic. The need to divert rail traffic from one route to another due to accident /mishap, or any other unforeseen reason. To reduce initial costs of a line that is certain to see heavy traffic in the future, a line may be built as single- track .
M E T H O D O L O G Y SITE & TRAFFIC SURVEY COLLECTION OF SAMPLES SPECIFICATION & DATA COLLECTION FROM RAILWAY OFFICE ANALYSING DATA & SAMPLES ESTIMATION OF EARTHWORK
L O C A T I O N Bandhuakalan - Shivnagar Section (12.5 km) LUCKNOW UTRAITIA BAKKAS ANUPGANJ RAHMATNAGAR CHANDRAULLI TRIVEDIGANJ HAIDERGARGH CHAUBISI AKBARGANJ SINDHURWA NIHALGARH ADHINPUR MUSAFIRKHANA SHIVNAGAR BANDHUAKALAN SULTANPUR HARPALGANJ JAUNPUR ZAFRABAD
P R O C E S S O F D O U B L I N G Engineering cum Traffic Survey Specification of work Land acquisition EarthworkBridgesPlate laying Opening for goods traffic &ballasting Opening line for passenger traffic
ENGI NEERI NG CUM TRAFFI C SURVEY T RAF F I C SURV EY DETAI L S Timings of the train (Hourly basis) No. of trains passing SHIVNAGAR No. of trains passing BANDHUAKALAN BEFORE AFTER BEFORE AFTER 03:00-04:00 0 0 0 0 05:00-06:00 0 2 0 2 06:00-07:00 1 1 2 2 07:00-08:00 1 1 0 0 08:00-09:00 1 4 1 5 10:00-11:00 0 0 0 0 11:00-12:00 0 0 0 2 12:00-13:00 1 1 0 0 13:00-14:00 0 2 0 3 14:00-15:00 0 2 0 1 15:00-16:00 0 2 0 1 16:00-17:00 0 2 0 1 17:00-18:00 0 0 0 2 18:00-19:00 0 3 0 0 19:00-20:00 2 2 2 2 20:00-21:00 0 0 0 0 21:00-22:00 1 1 1 1 23:00-00:00 0 0 0 0 TOTAL 7 23 6 22
SPECIFICATION OF WORK Rail and fastenings The permanent way consists of 60 kg (UIC), 90 UTS rails welded into LWR (By FB(Flush butt welding)/AT(Alumino-Thermit welding) welding with SKV process) over main line. Loop lines, consist 60 Kg 90 UTS SH rails welded into LWR (By AT welding with SKV process). Fish Plates 1 M Long new fish plates with six holes of standard type to suit 60 kg rails have been used. Sleepers and fastenings MAIN LINE: PRC sleepers complete with elastic fastenings to M+ 8 (1660 no. per Km) densities have been used. LOOP LINE: PRC sleepers complete with elastic fastenings to M+ 7 (1540 no. per Km) densities have been used.
Guard Rails Guard rails of 52 Kg rails resting on PSC sleepers have been provided on all major bridges. Points and Crossings All turn out to be negotiated by passenger trains are of 1 in 12 with curved switches except turn outs laid for sand humps which are of 1 in 8-1/2 laid on symmetrical split. 60 kg trap points on PSC sleepers have been provided wherever required for the purpose of isolation in new line. Ballast 65mm gauge hard stone Machine Crushed ballast with cushion of 350mm on main line and 250 mm on loop line below the sleeper has been provided under the track and turn outs with boxing. The newly laid track and turn outs have been thoroughly packed manually and machine packing will be done before commissioning SPECIFICATION OF WORK
EARTHWORK AND FORMATION
Doubling presentation
Doubling presentation
Doubling presentation
Doubling presentation
Doubling presentation
Doubling presentation
Doubling presentation
CROSS SECTION PROFILE
QUANTITY ESTIMATE BLANKETING MATERIAL SOIL1.4 m 0.6 m 5.3 m Existing track Proposed double line Subgrade = 74200 Cubic Meter Blanketing Material = 10600 Cubic Meter Ballast = 2800 Cubic Meter Sleeper =16600 Nos.
BRIDGES 48 No. of Bridges Provided for 25 T loading 1 major bridge & 47 minor bridges. Provided as extension of bridges on existing track
Doubling presentation
Doubling presentation
LEVEL CROSSINGS Total 15 level Crossings 8 Manned Level Crossings 7 Unmanned Level Crossings
L I S T O F L E V E L C R O S S I N G S SN Level X-ing No. Manned / Unmanned Interlocked/ Non interlocked Remark 1 82/C Manned Interlocked Traffic 2 83/C Manned Interlocked Traffic 3 84/C Manned Non-interlocked Engineering 4 85/C Manned Non-interlocked Engineering 5 86/C Manned Non-interlocked Engineering 6 87/C Un- Manned Non-interlocked Engineering 7 88/C Un- Manned Non-interlocked Engineering 8 89/C Un- Manned Non-interlocked Engineering 9 90/C Manned Non-interlocked Engineering 11 91/C Un- Manned Non-interlocked Engineering 12 92/C Un- Manned Non-interlocked Engineering 13 93/C Un- Manned Non-interlocked Engineering 14 94/B Manned Interlocked Traffic 15 95/B Manned Interlocked Traffic
TEST ON AGGREGATE STONE AGGREGATE TEST SN Sample No. Abrasion value Impact value Water absorption 1 1 16.68% 13.75% 0.296% 2 2 15.90% 13.79% 0.347% 3. AVERAGE 16.29% 13.77% 0.321% 4. MAXIMUM PERMISSIBLE VALUE 30% 20% 1% 5. WITHIN PERMISSIBLE LIMITSOR NOT? YES YES YES
TEST ON SOI L TEST ON BURROW SOIL SN Location of Subgrade sample LL PL Dispersive nature 1 SHIVNAGAR 22.10 6.55 NO 2 BANDHUAKALAN 22.29 6.70 NO
PLATE LAYI NG OR TRACK LI NKI NG Rails, sleepers and other fittings are taken to the base depot and unloaded Tracks materials are taken to the rail head and track linked and packed Rail head is advanced up to the extent the track is laid Dip lorry is used to take rack material to rail head Rail head goes on advancing till full track is linked T E L E S C O P I C M E T H O D
Unloading of materials Linking of track Packing of track Ballasting of track
O P E N I N G F O R G O O D S T R A F F I C A N D B A L L A S T I N G
C O N C L U S I O N Simplified signaling system. Bi- directional running . Enhancement of line capacity utilization Section capacity showed significant increase Train delay reduced.
F U T U R E S C O P E Soil report may be used as a reference for other civil project near the site of project. Topographical survey data can be used for similar projects near the site for design of any other structure. The traffic survey cab help in proper maintenance and future developments in the concerned area. The continuation of this project will help in understanding the use of new technologies employed for this purpose.
A D V A N T A G E It can manage a larger amount of traffic with usually twice the capacity of single track. Faster trains can overtake slower ones, and doubling can contribute to faster operation of trains. It is easy to maintenance and engineering work Provision of alternate routes would reduce Pressure on existing network . Doubling would help it earn more revenue from the additional traffic.
Railway is a unique integrator of India. We must restore the strength of Indian railways as the back bone of India. - Mr. Suresh Prabhu Railway Minister of India Thanks

More Related Content

Doubling presentation

  • 1. PROJECT REPORT Project Guide Miss Deepti Gupta Senior Lecturer Submitted By Neha Singh 1212200073 Rakesh Kumar Gupta 1212200083 Zeeshan Ahmed 1212200126 PLANNING OF DOUBLING OF BROAD GAUGE RAILWAY LINE AT SHIVNAGAR- BANDHUAKALAN (10 KM) S H R I R A M S WA R O O P M E M O R I A L C O L L E G E O F E N G I N E E R I N G & M A N A G E M E N T
  • 2. I N T R O D U C T I O N Doubling of railway line means construction of an additional line. It is normally done when single line is not in a position to carry the number of trains required to pass on the section. The doubling of Utraitia - Sultanpur-Zafrabad project is for diverting freight traffic from Mughalsarai - Allahabad - New Delhi route so as to provide room for additional coaching traffic to be introduced in near future . The patch doubling from Zafrabad to Shri Krishna Nagar (34 kms), Sultanpur to Bandhuakalan (09 kms) & Utraitia to Chandraulli (37 kms) has been completed. The balance 148 km stretch is with single railway track that need to be double. Specific section of 10 kms length between Shivnagar and Bandhuakalan has been selected for the project.
  • 3. OBJECTIVE To eradicate mounting pressure of rail traffic. To get the optimum benefit from the modern maintenance machines. To cope up with the additional requirement to traffic. The need to divert rail traffic from one route to another due to accident /mishap, or any other unforeseen reason. To reduce initial costs of a line that is certain to see heavy traffic in the future, a line may be built as single- track .
  • 4. M E T H O D O L O G Y SITE & TRAFFIC SURVEY COLLECTION OF SAMPLES SPECIFICATION & DATA COLLECTION FROM RAILWAY OFFICE ANALYSING DATA & SAMPLES ESTIMATION OF EARTHWORK
  • 5. L O C A T I O N Bandhuakalan - Shivnagar Section (12.5 km) LUCKNOW UTRAITIA BAKKAS ANUPGANJ RAHMATNAGAR CHANDRAULLI TRIVEDIGANJ HAIDERGARGH CHAUBISI AKBARGANJ SINDHURWA NIHALGARH ADHINPUR MUSAFIRKHANA SHIVNAGAR BANDHUAKALAN SULTANPUR HARPALGANJ JAUNPUR ZAFRABAD
  • 6. P R O C E S S O F D O U B L I N G Engineering cum Traffic Survey Specification of work Land acquisition EarthworkBridgesPlate laying Opening for goods traffic &ballasting Opening line for passenger traffic
  • 7. ENGI NEERI NG CUM TRAFFI C SURVEY T RAF F I C SURV EY DETAI L S Timings of the train (Hourly basis) No. of trains passing SHIVNAGAR No. of trains passing BANDHUAKALAN BEFORE AFTER BEFORE AFTER 03:00-04:00 0 0 0 0 05:00-06:00 0 2 0 2 06:00-07:00 1 1 2 2 07:00-08:00 1 1 0 0 08:00-09:00 1 4 1 5 10:00-11:00 0 0 0 0 11:00-12:00 0 0 0 2 12:00-13:00 1 1 0 0 13:00-14:00 0 2 0 3 14:00-15:00 0 2 0 1 15:00-16:00 0 2 0 1 16:00-17:00 0 2 0 1 17:00-18:00 0 0 0 2 18:00-19:00 0 3 0 0 19:00-20:00 2 2 2 2 20:00-21:00 0 0 0 0 21:00-22:00 1 1 1 1 23:00-00:00 0 0 0 0 TOTAL 7 23 6 22
  • 8. SPECIFICATION OF WORK Rail and fastenings The permanent way consists of 60 kg (UIC), 90 UTS rails welded into LWR (By FB(Flush butt welding)/AT(Alumino-Thermit welding) welding with SKV process) over main line. Loop lines, consist 60 Kg 90 UTS SH rails welded into LWR (By AT welding with SKV process). Fish Plates 1 M Long new fish plates with six holes of standard type to suit 60 kg rails have been used. Sleepers and fastenings MAIN LINE: PRC sleepers complete with elastic fastenings to M+ 8 (1660 no. per Km) densities have been used. LOOP LINE: PRC sleepers complete with elastic fastenings to M+ 7 (1540 no. per Km) densities have been used.
  • 9. Guard Rails Guard rails of 52 Kg rails resting on PSC sleepers have been provided on all major bridges. Points and Crossings All turn out to be negotiated by passenger trains are of 1 in 12 with curved switches except turn outs laid for sand humps which are of 1 in 8-1/2 laid on symmetrical split. 60 kg trap points on PSC sleepers have been provided wherever required for the purpose of isolation in new line. Ballast 65mm gauge hard stone Machine Crushed ballast with cushion of 350mm on main line and 250 mm on loop line below the sleeper has been provided under the track and turn outs with boxing. The newly laid track and turn outs have been thoroughly packed manually and machine packing will be done before commissioning SPECIFICATION OF WORK
  • 19. QUANTITY ESTIMATE BLANKETING MATERIAL SOIL1.4 m 0.6 m 5.3 m Existing track Proposed double line Subgrade = 74200 Cubic Meter Blanketing Material = 10600 Cubic Meter Ballast = 2800 Cubic Meter Sleeper =16600 Nos.
  • 20. BRIDGES 48 No. of Bridges Provided for 25 T loading 1 major bridge & 47 minor bridges. Provided as extension of bridges on existing track
  • 23. LEVEL CROSSINGS Total 15 level Crossings 8 Manned Level Crossings 7 Unmanned Level Crossings
  • 24. L I S T O F L E V E L C R O S S I N G S SN Level X-ing No. Manned / Unmanned Interlocked/ Non interlocked Remark 1 82/C Manned Interlocked Traffic 2 83/C Manned Interlocked Traffic 3 84/C Manned Non-interlocked Engineering 4 85/C Manned Non-interlocked Engineering 5 86/C Manned Non-interlocked Engineering 6 87/C Un- Manned Non-interlocked Engineering 7 88/C Un- Manned Non-interlocked Engineering 8 89/C Un- Manned Non-interlocked Engineering 9 90/C Manned Non-interlocked Engineering 11 91/C Un- Manned Non-interlocked Engineering 12 92/C Un- Manned Non-interlocked Engineering 13 93/C Un- Manned Non-interlocked Engineering 14 94/B Manned Interlocked Traffic 15 95/B Manned Interlocked Traffic
  • 25. TEST ON AGGREGATE STONE AGGREGATE TEST SN Sample No. Abrasion value Impact value Water absorption 1 1 16.68% 13.75% 0.296% 2 2 15.90% 13.79% 0.347% 3. AVERAGE 16.29% 13.77% 0.321% 4. MAXIMUM PERMISSIBLE VALUE 30% 20% 1% 5. WITHIN PERMISSIBLE LIMITSOR NOT? YES YES YES
  • 26. TEST ON SOI L TEST ON BURROW SOIL SN Location of Subgrade sample LL PL Dispersive nature 1 SHIVNAGAR 22.10 6.55 NO 2 BANDHUAKALAN 22.29 6.70 NO
  • 27. PLATE LAYI NG OR TRACK LI NKI NG Rails, sleepers and other fittings are taken to the base depot and unloaded Tracks materials are taken to the rail head and track linked and packed Rail head is advanced up to the extent the track is laid Dip lorry is used to take rack material to rail head Rail head goes on advancing till full track is linked T E L E S C O P I C M E T H O D
  • 28. Unloading of materials Linking of track Packing of track Ballasting of track
  • 29. O P E N I N G F O R G O O D S T R A F F I C A N D B A L L A S T I N G
  • 30. C O N C L U S I O N Simplified signaling system. Bi- directional running . Enhancement of line capacity utilization Section capacity showed significant increase Train delay reduced.
  • 31. F U T U R E S C O P E Soil report may be used as a reference for other civil project near the site of project. Topographical survey data can be used for similar projects near the site for design of any other structure. The traffic survey cab help in proper maintenance and future developments in the concerned area. The continuation of this project will help in understanding the use of new technologies employed for this purpose.
  • 32. A D V A N T A G E It can manage a larger amount of traffic with usually twice the capacity of single track. Faster trains can overtake slower ones, and doubling can contribute to faster operation of trains. It is easy to maintenance and engineering work Provision of alternate routes would reduce Pressure on existing network . Doubling would help it earn more revenue from the additional traffic.
  • 33. Railway is a unique integrator of India. We must restore the strength of Indian railways as the back bone of India. - Mr. Suresh Prabhu Railway Minister of India Thanks