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6.39 Figure 6 -19 6.2.7. Recommendations for retiring of embankments The following tables provide a list of sites where embankment has to be retired. This has been taken from the note of Superintending Engineer, eastern Circle, I&W Department, Government of West Bengal that was prepared in April 1997. Basirhat irrigation division Sl. No. Name of Mouza. Name of P.S. Name of River Length (m) 1. Malancha (South) Minakhan Bidyadhari 300 2. Kheriat (North) -do- -do- 500 3. Khariat (South) -do- -do- 300 4. Boania Abad -do- -do- 800 5. Bayamari Abad -do- -d0-- 300 6. Ranigachi Haroa -do- 500 7. Batlia -do- -do- 300 8. Shemla -do- Jagannatdokhal 500 9. Behari -do- -do- 300 10. Uchildah -DO- Burikhal 2000 11. Mallick Bhari -do- -do- 2000
6.40 12. Bachra Abad -do- M at akh al 600 13. Bachra -do- -do- 200 14. Mal Kanghumti Hingalgunj . olindi 2000 15. Gobinda Khali -do- -do- 400 16. Samser Nagar -do- Kalindi 300 17. Pansurnagar -do- -do- 300 18. Gharalkhali -do- -do- 80 0 19. Hingalgunj -do- Ichhamati 100 20. Rampur -do- Raimongal 800 21. Madhabaka -do- -do- 500 22. Rampur Sandeshkhali SahebKhali 200 23. Pakuria -do- -do- 600 24. Gongachha -do- -do- 500 25. Lebekhali -do- -do- 300 26. Amberia No. -do- -do. 500 27. Choto Sahabkhali -do- -do- 500 28. Santea -do- -do- 600 29. Bhandar Khali -do- Goureswar 40' 30 Purba Khajuberia -do- -do- 500 31. ~t Amberia No. 3 -do- -do- 500 32. Kumirmari Hasnabad. Dansa 600 33. Tengtala Hasnabad Dansa 500 34. Dhani Khali -do- Dansa 500 35. Durgapur -do- -do- 700 36. Bhanga Tushkhali Sandeshkhali Rampur 500 37. Parba Paschim Jakhali -do- -do- 400 38. Kalinagar -do- Ghatihara 400 39. Dwarik Jungle -do- Chhoto Kalagachi 500 40. Tushkhali -do- -do- 400 41. Puin jali -do- -do- 500 42. Sulkulin -do- Dansa 400 43. Ghak Khali -do- Bidya 400 44. Ramnagar Bosaba Pthankhali 400 45. Chandipur -do- Kartal 400 46. Surjaberia Circuit Gosaba Gomer 500 47. Gosaba -do- Gomer 500 48. PathanKhali -do- Pthankhali 400 Total length of retired embankment (in meters) = 27,000 Joynagar irrigation division Sl. Name of Mouza. Name of P.S. Name of River No. Length (m) 1. Purba Sridharpur Patharprotima Thakuran 600 2. Maheshpur & -do- Mridan gabhanga 750 3. Kedarpur Nanda Kumarpur & Dakshin Joykrishnapur -do- -do- 900
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HAZARD ASSESSMENT AND DISASTER MITI
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Project Team Though the outcome of
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Preamble The State of West Bengal,
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1.2 IMD, in its website (http://www
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1.4 5. Proposals for location of cy
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2.2 region is that which struck the
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2.4 Figure 2-2. Track of the 1970 B
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2.6 The most destructive element as
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2.8 the two regions is rather diffe
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2.10 2.4. The eastern coastal zone
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2.12 velocity is first checked. As
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2.14 Strong winds known as cyclones
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2.16 2.4.6. Soil characteristics Th
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2.18 All rivers have in general sou
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2.20 Another interesting feature of
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2.22 formed does not pose so much o
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2.24 2.4.11. Forest composition The
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2.26 Canning (Bidyadhari Outfall in
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2.28 Administrative information Pop
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2.30 Mangrove plantation beyond the
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2.32 A retired embankment of river
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2.34 The beaches are flattened by s
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2.36 of a doiminant tidalbasin of t
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2.38 primary mode is centered on th
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2.40 Aquaculture ponds located betw
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2.42 All the islands are situated w
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2.44 • Transport the water to the
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2.46 The other type of failure may
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2.48 channel floor, some of the riv
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2.50 embankments. Crops and propert
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2.52 2. To reduce the average dista
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3.2 a storm surge caused by a tropi
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3.4 these merchants may have been t
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3.6 Figure 3-1. Map of India during
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3.8 larger volume of sewage and dra
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3.10 receive, at least during the r
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3.12 3.9. Drainage scheme of Dr. B.
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3.14 3.10. CMPO and KMDA (originall
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3.16 Flows are diverted to the loca
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3.18 the Bhangar region through the
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3.20 the ocean level as a result of
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3.22 Table 3-6. Major pumping stati
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3.24 Table 3-9. Drainage basin area
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3.26 will lead to significant impro
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3.28 locks, one at Chitpur and anot
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3.30 Respectively. The discharge of
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3.32 Figure 3-6. The downstream of
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3.34 Figure 3-10 shows the tail end
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3.36
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3.38
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4.2 In US, there is a steady decrea
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4.4 This shows that Orissa (with 10
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4.6 30 25 20 15 10 Severe Cyclone C
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4.8 Table 3: Return periods of cycl
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4.10 Table 5: The number and return
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4.12 work station (the Automated Tr
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4.14 through this trough into the d
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4.16 Mean Low water 1.51 1.39 1.34
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4.18 τx,τy : x and y components o
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4.20 formulation. However, the rete
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4.22 ∂u ~ ∂ ~ ~ ∂ ~ ~ ∂ζ 1
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4.24 Δ p p(r) = p( ∞) − [1+ (r
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4.26 maximum surge for this event w
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4.28 U-Component of Velocity (Surfa
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4.30 ## ## ## #### ### ## ########
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4.32 V-component of Velocity (Surfa
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4.34 U-component of Velocity (Surfa
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## ################################
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4.38 V-Component of velocity (Surfa
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5.2 particular human settlement to
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5.4 The Composite Vulnerability Ind
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5.6 (2004 prices) prevalent in dist
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5.8 Moyna 0.6280 0.1592 0.542286 0.
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Page 156 and 157: 5.18 Table 5-4: Composite Index of
Page 158 and 159: 5.20 M ′ = H M ′′ = I . S whe
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Page 168 and 169: 6.9 is attached to the structure. T
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Page 174 and 175: 6.15 Figure 6 -5 Figure 6 -6 Figure
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Page 178 and 179: 6.19 Location and cost of proposed
Page 180 and 181: 6.21 Swaraupnagar Swaraupnagar 100
Page 182 and 183: 6.23 Gobadia Kakdwip Dk Kasiabad &
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Page 186 and 187: 6.27 " Jagaddal " 800 6400000 " Jag
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Page 194 and 195: 6.35 Figure 6 -11 Figure 6 -12
Page 196 and 197: 6.37 Figure 6 -15 Figure 6 -16
Page 200 and 201: 6.41 4. Rajraj Swarup & Ramnagar Ab
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Page 206 and 207: 6.47 15. Ceriops tagal 0.22 0.40 0.
Page 208 and 209: 6.49 shelterbelt (average 100 m wid
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Page 216 and 217: 7.4 5. No adverse effect in drainin
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Page 220 and 221: 7.8 Bagjola, Kestopur and SWF chann
Page 222 and 223: Executive Cost Summary of Recommend
Page 224 and 225: References Kanjilal (2005) “Sunde
Page 239: “……………….Designingadis
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