Gowthamnatra

6140 R2 00 00 8200 - - 752000 R4 00 0 7250 5800 R4000 10 ° 17000 6609 IDCT-2 345000 Digitally signed Signature Not Verified by AMIT GUPTA Date:-:39:13 IST Reason: CAT I Location: NTPCEOC 4250 00 R4 5307 - 0 0 R650 R9 00 0 Description Width of the channel Min Water Level Invert Level Depth of the channel Hydraulic radius Roughness Velocity(Max.) Slope Length of the channel Vertical Drop Slope calculation by Manning's Formula Symbol Unit Formulae b y R n V S L m m m m m A/P m/sec From reference tables for concrete finished surface Q/A 2/3 2 ((Q/A)*n/R ) m m S*L At CT-2 At CT-1 - - 0.017 0.017 - - Slope calculation by Manning's Formula Description Symbol Unit Width Min Water Level Invert Level Depth Hydraulic radius b y R Formulae m m m m m A/P m/sec From reference tables for concrete finished surface Q/A Roughness Velocity(Max.) n V Slope Length of the channel Vertical Drop S L Description Unit Flow Width of the channel Min Water Level Invert Level Depth of the channel Velocity(Max) m3/hr m m m m m/sec Description Unit Flow Width of the channel Max Water Level Invert Level Depth of the channel Velocity(Max) m3/hr m m m m m/sec - 2/3 2 ((Q/A)*n/R ) m m S*L AT POINT A AT POINT B - - AT IDCT outlet Before Trash rack- At CT-1 after trash rack / stop log gate - - AT POINT B' AT POINT C- - Compliance Report NTPC Drawing/Document No.:-A(R1)-PVC-C-096 Vendor Drawing/Document No.:- Revision: 2 Drawing/Document Title : GA & RC detail of CW channel Date: 5/21/2019 Project : SIMHADRI SUPER THERMAL POWER PROJECT STAGE-I(2X500MW) Contractor : FANS a.s. Drawn : AS Package: Checked : FRP IDCT PACKAGE YKR Item No.: NTPC Comment FANS reply/comments 1 Take necessary permission from project authority for the proposed interconnection. Noted & Confirmed. 2 Provide sheet piling or necessary slope protection measures to avoid stability of the existing structures. In Section X1-X1, IL shall be (+) 4.1 M instead of (+) 4.2M. Monorail supporting structure details shall be verified alongwith the design calculation of stoplog/trashrack/lifting beam. Sheet piling or necessary slope protection measures (if required) shall be provided while executing the CW Channel work. Sothat Existing structures shall It will be (+) 4.2M only. Section X1-X1 is correctly marked in revised drawing. Noted. 5 Furnish jointing detail of existing channel raft and wall with proposed channel. 6 Expose reinforcement of the existing channel and properly lap with proposed new channel reinforcement. Refer section X2-X2 of drawing no-A(R1)-PVC-C-096 and Refer view XX & Detail 'C' etc. of drawing no-A(R1)-PVC-C-106 for jointing detail of existing channel raft and wall with proposed channel. Noted. Refer view X-X & Detail 'C' etc. of drawing no-A(R1)-PVC-C-106 for more clarity. 3 4