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References Kanjilal (2005) “Sunderbans: Its embankments and related issues, Commemorative Volume on Embankments of Sundarbans and related issues, Published by the Organising Committee for Workshop-cum-Seminar on Sundarbans held on July 21, 2005, Kolkata. Sundarban Statistics (2005) “Eknojorey Sundarban”, in Srikhanda Sundarban, Published by Deep Prakashan, Kolkata. References Ashis Kumar Paul (2002) Coastal Geomorphology and Environment, Published by ACB Publications, Kolkata. Frank, N.L. and S.A. Husain (1971): The deadliest Tropical Cyclone in History?, Bull. Amer. Meteor. Soc., 52, 6, 438-444. Gray, W.M. (1968): Global view of the origin of tropical disturbances and storms, Mon. Wea. Rev., 96, 669-700. Gupta, A. (1999): Tropical cyclones in the Indian Seas: Observations and Prediction, Ph.D. Thesis, Indian Institute of Technology, New Delhi, India. Hebert, P.J., Jarrel, J.D. and M. Mayfield (1996): The deadliest, costliest and most intense U.S. hurricanes of the century, NOAA, Tech. Memo. NWS TPC-1, 30pp. Holland, G.J (1993): Global guide to tropical cyclone forecasting, WMO/TD-No. 560, Report No. TCP-31. Kalsi, S.R. (2003): Orissa Super Cyclonic Storm of 29 October 1999-A Review, India Meteorological Department. Smith, D.E (1989): Natural disaster reduction, how meteorological and hydrological services can help, Tech. Report No. 722, WMO. Southern, R.L. (1991): Global occurrence and socio-economic impact of tropical cyclones, Proc. Workshop on improving warning response and mitigation, Asian Disaster Preparedness Center, Bangkok, Thailand, 4.13-4.24. Southern R.L. (1979): Global socio-economic impact of tropical cyclones. Aust. Meteor. Mag., 27, 175-195.
Annexure
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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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5.10 5.4.2. Social infrastructure H
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5.12 Budge-Budge(Part-II) 0.0000 0.
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5.14 secondary and tertiary activit
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5.16 F i Fˆ i ⎛ Total no. of =
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5.18 Table 5-4: Composite Index of
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5.20 M ′ = H M ′′ = I . S whe
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Chapter Six Mitigation Strategies a
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6.3 Beside these differences in lev
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6.5 • to reduce the destructive f
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6.7 6.2.4. Methods of Construction
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6.9 is attached to the structure. T
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6.11 (b) Medium rivers to armour th
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6.13 Likewise, in all the embankmen
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Page 180 and 181: 6.21 Swaraupnagar Swaraupnagar 100
Page 182 and 183: 6.23 Gobadia Kakdwip Dk Kasiabad &
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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 198 and 199: 6.39 Figure 6 -19 6.2.7. Recommenda
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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 220 and 221: 7.8 Bagjola, Kestopur and SWF chann
Page 222 and 223: Executive Cost Summary of Recommend
Page 239: “……………….Designingadis
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