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NW-42 GOMTI RIVER Final STRABAG India Pvt Ltd, New Delhi FINAL FEASIBILITY REPORT ON DETAILED HYDROGRAPHIC SURVEY OF GOMTI RIVER FROM GANGA CONFLUENCE AT KAITHI GHAZIPUR (CH 0 KM) TO BARA IMAMBARA, LUCKNOW (CH 514.310 KM) NATIONAL WATERWAY NO- 42 VOLUME - I Submitted To INLAND WATERWAYS AUTHORITY OF INDIA A-13, Sector-1,NOIDA DIST-Gautam Buddha Nagar UTTAR PRADESH PIN- 201 301(UP) Email: [email protected] Web: www.iwai.nic.in Submitted By STRABAG INDIA PVT LTD Southern Park, Unit No.6, 4th Floor D-2, DDA District Centre Saket, New Delhi 110017 India Tel : 91-11 492 01 492 , 91-11 492 01 454 Fax : 91-11 -492 01 493 Email: [email protected] Web:www.strabagindia.com Summation Date:- / 09 /2018 IWAI - NW-42, Gomti River (Kaithi, Ghazipur to Bara Imambara, Lucknow) P a g e | 1 STRABAG India Pvt Ltd, New Delhi ACKNOWLEDGEMENT STRABAG India Pvt. Ltd. (SIPL) express their gratitude to Shri S. K. Gangwar, Member (Technical) and Ms. Nutan Guha Biswas, IAS, Ex-Chairperson, IWAI for providing us the opportunity for "Detailed Hydrographic and Topography Survey of Gomti River in Region VII of National waterways, a dream and very important part of Nation Development”. SIPL would also like to thanks Shri Pravir Pandey, IA & AS, Chairman, Shri Alok Ranjan, ICAS, Member (Finance) and Shri Shashi Bhushan Shukla, Member (Traffic). SIPL wishes to express their gratitude to Capt. Ashish Arya, Hydrographic Chief and Cdr. P.K. Srivastava, Ex Hydrographic Chief, IWAI for his guidance and technical inputs in this project. SIPL would also like to thank Sh. Rajiv Singhal, A.H.S., IWAI for his valuable support and suggestions provided through out the survey period. SIPL is pleased to place on record their sincere thanks to other staff and officers of IWAI and CWC Department. IWAI - NW-42, Gomti River (Kaithi, Ghazipur to Bara Imambara, Lucknow) P a g e | 2 STRABAG India Pvt Ltd, New Delhi CONTENTS Section 1 Introductory Considerations .................................................................. 10 1.1 River Course ........................................................................................................... 10 1.2 Tributaries ............................................................................................................... 11 1.3 States & Districts ..................................................................................................... 11 1.4 (a) Full Course of Waterway .................................................................................... 12 1.4 (b) Course of Waterway under study ....................................................................... 13 1.5 Scope of Works ....................................................................................................... 14 Section 2 Methodology Adopted to Undertake Study ........................................... 15 2.1 Methodology ............................................................................................................ 15 2.1(a) Equipment Used ............................................................................................... 15 2.1(b) Topographic Survey ......................................................................................... 16 2.1(c) Bathymetric Survey .......................................................................................... 17 2.1(a) Calibration ........................................................................................................ 18 2.2 Description of Bench Mark ...................................................................................... 18 2.2.1 CWC BM Rajghat ................................................................................................. 18 2.2.2 CWC BM Maighat ................................................................................................. 19 2.2.3 CWC BM Jaunpur ................................................................................................ 20 2.2.4 CWC BM Sultanpur .............................................................................................. 20 2.2.5 CWC BM Lucknow ............................................................................................... 21 2.3 Tidal Influence Zone & Tidal Variations ................................................................... 22 2.4 Methodology to Fix Sounding Datum ...................................................................... 22 2.5 Maximum and Minimum Water Level ...................................................................... 23 2.6 Salient Features of Dam, Barrages, Weirs, Anicut, Locks & Aqueducts, etc ........... 24 2.7 Description of Erected Bench Mark Pillars .............................................................. 25 2.8 Description of Erected Tide Gauge ......................................................................... 27 2.9 Chart Datum/ Sounding Datum and Reduction Details ........................................... 32 2.10 HFL at Gauge Stations and Cross-Structures ....................................................... 34 2.11 Graph: Sounding Datum and HFL vs Chainage .................................................... 37 2.12 Average Bed Slope ............................................................................................... 39 2.13 Details of Dam, Barrages, Weirs, Anicut, etc ........................................................ 40 2.14 Details of Locks ..................................................................................................... 41 2.15 Details of Aqueducts ............................................................................................. 41 IWAI - NW-42, Gomti River (Kaithi, Ghazipur to Bara Imambara, Lucknow) P a g e | 3 STRABAG India Pvt Ltd, New Delhi 2.16 Details of Existing Bridges & Crossings ................................................................ 41 2.17 Details of Other Cross Structures .......................................................................... 44 2.18 High Tension Lines / Electric Lines / Tele-Communication Lines .......................... 45 2.19 Current Meter and Discharge Details .................................................................... 45 2.20(a) Soil Sample Locations ...................................................................................... 65 2.20(b) Water Samples ................................................................................................. 66 Section 3 Description of Waterway ......................................................................... 68 3.1 Sub-Stretch 1: From Ch 0 km to Ch 25 km ............................................................. 68 3.2 Sub-Stretch 2: From Ch 25 km to Ch 50 km ........................................................... 75 3.3 Sub-Stretch 3: From Ch 50 km to Ch 75 km ........................................................... 81 3.4 Sub-Stretch 4: From Ch 75 km to Ch 100 km ......................................................... 88 3.5 Sub-Stretch 5: From Ch 100 km to Ch 125 km ....................................................... 95 3.6 Sub-Stretch 6: From Ch 125 km to Ch 150 km ..................................................... 102 3.7 Sub-Stretch 7: From Ch 150 km to Ch 175 km ..................................................... 108 3.8 Sub-Stretch 8: From Ch 175 km to Ch 200 km ..................................................... 114 3.9 Sub-Stretch 9: From Ch 200 km to Ch 225 km ..................................................... 120 3.10 Sub-Stretch 10: From Ch 225 km to Ch 250 km.................................................. 126 3.11 Sub-Stretch 11: From Ch 250 km to Ch 275 km.................................................. 133 3.12 Sub-Stretch 12: From Ch 275 km to Ch 300 km.................................................. 140 3.13 Sub-Stretch 13: From Ch 300 km to Ch 325 km.................................................. 146 3.14 Sub-Stretch 14: From Ch 325 km to Ch 350 km.................................................. 152 3.15 Sub-Stretch 15: From Ch 350 km to Ch 375 km.................................................. 158 3.16 Sub-Stretch 16: From Ch 375 km to Ch 400 km.................................................. 164 3.17 Sub-Stretch 17: From Ch 400 km to Ch 425 km.................................................. 170 3.18 Sub-Stretch 18: From Ch 425 km to Ch 450 km.................................................. 176 3.19 Sub-Stretch 19: From Ch 450 km to Ch 475 km.................................................. 181 3.20 Sub-Stretch 20: From Ch 475 km to Ch 500 km.................................................. 187 3.21 Sub-Stretch 21: From Ch 500 km to Ch 514.31 km ............................................. 194 Section 4 Terminals ................................................................................................ 203 4.1 Terminals .............................................................................................................. 203 Section 5 Fairway Development ............................................................................ 206 5.1 Fairway Development ............................................................................................ 206 5.2 Calculation of dredging quantity ............................................................................ 206 Section 6 Conclusion ............................................................................................. 211 6.1 Conclusion ............................................................................................................ 211 IWAI - NW-42, Gomti River (Kaithi,
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