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2020 on Monsoon Instructions

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2020 on Monsoon Instructions Sl. No. Description Page No 1 List of Vulnerable Locations 1-5 2 List of Vulnerable Bridges 6-8 Location of Monsoon Emergency & Engineering 3 9-15 Reserves 4 Location of Temporary Girders 16-17 5 Location of C.C.Cribs 18-20 6 Schedule of Monsoon Patrolling Periods 21-22 7 Location of Anemometers 23 8 List of River Gauging Sites 24 9 List of Rain Gauge Stations 25 10 ADEN's/DEN's Certificates 26-47 11 List of RAT's/RAW's 48-86 12 Monsoon Patrolling Charts 87-177 List of Nominated Officers & Engineering Staffs 13 178-181 Phone Numbers LIST OF VULNERABLE LOCATIONS HUBBALLI DIVISION Sl.No. SECTION KM REASON FOR VULNERABILITY 1 LD-TGT 0/600-1/300 Land slip spot 2 LD-TGT 0/700-800 Wash out during 2019 monsoon 3 TGT-CLR 14/100-200 Sinkage of track / construction of RCC Pipe bridge is completed. 4 TGT-CLR 22/300-400 Land slip spot 5 CLR-CRZ 30/500-600 land slide spot 6 CRZ-DDS 33/400-500 Boulder fallen spot Br. No. 105 at Km 35/10-11 & location at Km 35/715-780 are at a 7 CRZ-DDS 35/200-300 distance about 50 to 60 M. Hence both Bridges & locations has been combined as one. (Big Hillock, PH) 8 CRZ-DDS 37/900-38/000 (PH) Land slide cutting Bridge No.121,122,123,124 are situated between km 38/300-400 and 38/100-200 and vulnerable location at km 38/400-500 to 9 CRZ-DDS 38/100-400 38/300-400, since the distance between these two is only about 400 M bridge and location are combined together as one and continued to be watched. 10 DDS-LIM 38/600-715 (PH) Boulder falling (PH) Side errosion. Incident of land slide and water overflowing the 11 DDS-LIM 39/650-40/0 track during 2008. 12 DDS-LIM 40/455-715 (PH) side errosion 13 KM-SVM 63/021-63/487 During 2007, Heavy water flow is observed. (Cutting) 14 SKVL-VSG 101/11-12 Cutting slipped during 2000 monsoon to be watched. (Cutting) 15 SKVL-VSG 102/800-103/600 Past history on 21-6-1998 water was over flowing on the track. 16 SKVL-VSG 105/000-600 Deep Cutting (Vulnerable). 17 SKVL-VSG 106/200-800 Steep cutting (PH). 18 DEV-SVTN 550/800-900 Bank slippage during 2019 monsoon 19 DEV-SVTN 553/600-700 Wash out during 2019 monsoon 20 SVTN Yard 554/500-800 Wash out during 2019 monsoon 21 GNJ - KPN 579/800-580/200 Deep Cutting 22 GNJ - KPN 582/300-583/00 Deep Cutting 23 GDG-HG 52/3-54/16 Cutting /Curve Due to rushing of water from cutting side drain get blocked & water 24 GDG-HG 121/0-300 over flown & breaches occurred. Past History(Due to rushing of water from cutting side drain gets blocked & water overflow breaches. At KM 3/1-2 b/w HPT-TBDM 25 HPT-GDJ 2/10-3/02 Br.No10 there are 71x0.19 CI Pipes are provided ,during heavy rain during 2007 & 2008 water was over flowing the tank. 26 HPT-GDJ 8/700-9/000 Deep Cutting & heavy water flow due to more catchment area. 27 GDJ-YTG 4/900-5/200 Heavy water flow due to more catchment area. During 07-08 at km 6/0 & 8/5-7 bank has been eroded due to 28 GDJ-RMGD 5/12-8/7 heavy rain. 29 VC-RMGD 6/0-8/7 Past History, washed out in 2015 30 RMGD-YTG 14/300-15/100 Bank washed out due to heavy rain during 1991-92 27/100-300& 31 YTG-SMLI Deep Cutting 39/800-40/000 32 YTG-SMLI 34/4-34/5 Past history of flooding . HPHI-TLGI (GDJ- 33 99/500-100/400 High and steep cutting HRR) 34 RNJP - BNHT 12/600-15/000 Due to high bank and cutting. TNGL-RNJP 35 12/700-18/800 Deep Cutting (both LH & RH) HPT (ML) GDG-RMGD 2/10-3/2, 5/12- 36 Flood and water overflowing on track from 2007 to 2015 HPT (BL) 8/7,6/0-8/7 LIST OF VULNERABLE LOCATIONS BENGALURU DIVISION Sl. No. SECTION KM REASON FOR VULNERABILITY 1 JTJ-SBC 231/400-600 DN Big rocks in cutting. 2 JTJ-SBC 236/400-237/200 Sharp cutting,Earth slip & Boulder falling Location. 3 JTJ-SBC 238/100-200 Tankbund higher than rail level(RAT). 4 JTJ-SBC 242/600-700 Up&Dn Tankbund higher than rail level(RAT). 5 JTJ-SBC 250/000-100 Tankbund higher than rail level(RAT). 6 JTJ-SBC 254/700-800 Tankbund higher than rail level(RAT). Tankbund higher than rail level(RAT) & Br.No. 703at 7 JTJ-SBC 255/400-500 km.255/470 8 JTJ-SBC 256/000-100 Tankbund higher than rail level(RAT). 9 SA-SBC 19/000-21/500 Cutting slopes not stable. Boulder falling on the track. 10 SA-SBC 32/400-500 Cutting slopes not stable. Boulder falling on the track. 11 SA-SBC 45/600-46/000 Boulder Falling location,Ghaat section. 12 SA-SBC 48/600-51/600 Boulder falling location. 13 SA-SBC 111/000-112/400 Cutting slopes not stabilised, falling of boulders on track. 14 SA-SBC 127/600-700 Deep cutting, Falling of earth on the track during monsoon. 15 SA-SBC 129/400-130/000 Cutting slope is not stable, boulder falling location. 16 SA-SBC 197/100-200 Due to heavy rain water flows over the track.(RAT) 17 SBC-DMM 12/300-600 Water flows above danger level. 18 SBC-DMM 7/300-400 Water Tank nearby. 19 SBC-DMM 8/600-9/400 Deep cutting & water stagnation. 20 SBC-DMM 119/000-121/000 Water Tank nearby. 21 SBC-DMM 130/800-131/000 High bank,water stagnation. 22 SBC-DMM 138/000-500 Boulder falling location in cutting. Heavy water flow. 23 SBC-DMM 147/200-300 Major bridge ,Water raising due to tank bed. 24 SBC-DMM 169/600-800 Heavy water over flow or slip. 25 SBC-DMM 21/000-200 Fragile trees near by track. 26 PKD-SSPN-DMM 21/552-786 Tunnel 27 SBC-DMM 55/900-56/000 Boulder falling.Ghat section 28 SBC-DMM 57/400-58/100 Boulder falling location. Boulder falling location.,Slips in cutting & catch water drain 29 SBC-DMM 58/300 over flows. Tankbund higher than rail level(RAT), Slips in deep cutting, 30 SBC-MYS 48/000-49/900 heavy water flow during rainy season. Loose edge of cutting to side drains. Deep cutting, heavy water flow inside drains during heavy 31 SBC-MYS 57/700-800 rain. Tank bund is 0.3 km. away from track and higher than track 32 SBC-MYS 61/400-800 level. 33 SBC-MYS 73/200-400 Shimsha River. 34 SBC-MYS 104/400-107/000 Deep cutting. 35 SBC-TK 50/600-800 Deep cutting. LIST OF VULNERABLE LOCATIONS MYSURU DIVISION Sl. No. Between Stations KM REASON FOR VULNERABILITY Deep cutting prone for earth slips (CRS Inspection 1 SHYP-CMGR 32/600-700 notes). Deep cutting prone for earth slips (CRS Inspection 2 SHYP-CMGR 30/500-700 notes). Deep cutting prone for earth slips (CRS Inspection 3 SHYP-CMGR 24/100-200 notes). Deep cutting prone for earth slips (CRS Inspection 4 SHYP-CMGR 23/500-600 notes). Deep cutting prone for earth slips (CRS Inspection 5 DRU-SHYP 7/100-200 notes). 6 BLGA-STE 12/400-13/400 Deep Rock cutting & prone for boulders falling. Canal flowing parallel to Track & chances of overflow 7 AKK-MGF 58/000-200 during heavy rain . 8 BGPA-HHT 148/000-300 Deep Cutting 11mtr Depth. 9 BGPA-HHT 151/100-500 High embankmant -15 meter Depth 10 BLLT-SKLR 28/800-29/800 Deep cutting inadequate drainage 11 BLLT-SKLR 34/700-900 Deep cutting & boulders falling Vertical rock cutting with steep slope and boulder 12 BLLT-SKLR 39/900-40/300 falling. 13 DOGL-KVGL 46/700-800 Wash out Location 14 DOGL-KVGL 48/000-100 Wash out Location 15 DOGL-KVGL 54/600-700 Previous History of land slip. 16 DOGL-KVGL 55/400-500 Previous History of land slip. 17 DOGL-KVGL 55/700-800 Previous History of land slip. 18 DOGL-KVGL 56/000-200 Previous History of boulder falling. 19 DOGL-KVGL 56/900-57/000 Land slip location. 20 DOGL-KVGL 57/300-700 Previous History of boulder falling. 21 KVGL-YDK 61/000-200 Previous History of land slip. 22 KVGL-YDK 62/500-600 Land slip location. 23 KVGL-YDK 63/100-300 Land slip location. 24 KVGL-YDK 63/700-800 Land slip location. 25 KVGL-YDK 64/400-500 Previous History of land slip. 26 KVGL-YDK 64/900-65/000 Land slip location. 27 KVGL-YDK 66/700-800 Wash out Location 28 KVGL-YDK 67/000-500 Previous History of boulder falling. 29 KVGL-YDK 67/900-68/100 Land slip location. 30 YDK-SVGL 69/700-800 Boulder falling location. 31 YDK-SVGL 70/100-200 Land slip location. 32 YDK-SVGL 72/700-800 Land slip and boulder falling location. 33 YDK-SVGL 73/500-600 Previous History of land slip. 34 YDK-SVGL 73/700-800 Land slip location. 35 YDK-SVGL 75/000-200 Previous History of land slip. 36 YDK-SVGL 78/600-700 Land slip and boulder falling location.
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