- Page 2 and 3: HAZARD ASSESSMENT AND DISASTER MITI
- Page 4 and 5: Project Team Though the outcome of
- Page 6 and 7: Preamble The State of West Bengal,
- Page 8 and 9: 1.2 IMD, in its website (http://www
- Page 10 and 11: 1.4 5. Proposals for location of cy
- Page 12 and 13: 2.2 region is that which struck the
- Page 14 and 15: 2.4 Figure 2-2. Track of the 1970 B
- Page 16 and 17: 2.6 The most destructive element as
- Page 18 and 19: 2.8 the two regions is rather diffe
- Page 20 and 21: 2.10 2.4. The eastern coastal zone
- Page 24 and 25: 2.14 Strong winds known as cyclones
- Page 26 and 27: 2.16 2.4.6. Soil characteristics Th
- Page 28 and 29: 2.18 All rivers have in general sou
- Page 30 and 31: 2.20 Another interesting feature of
- Page 32 and 33: 2.22 formed does not pose so much o
- Page 34 and 35: 2.24 2.4.11. Forest composition The
- Page 36 and 37: 2.26 Canning (Bidyadhari Outfall in
- Page 38 and 39: 2.28 Administrative information Pop
- Page 40 and 41: 2.30 Mangrove plantation beyond the
- Page 42 and 43: 2.32 A retired embankment of river
- Page 44 and 45: 2.34 The beaches are flattened by s
- Page 46 and 47: 2.36 of a doiminant tidalbasin of t
- Page 48 and 49: 2.38 primary mode is centered on th
- Page 50 and 51: 2.40 Aquaculture ponds located betw
- Page 52 and 53: 2.42 All the islands are situated w
- Page 54 and 55: 2.44 • Transport the water to the
- Page 56 and 57: 2.46 The other type of failure may
- Page 58 and 59: 2.48 channel floor, some of the riv
- Page 60 and 61: 2.50 embankments. Crops and propert
- Page 62 and 63: 2.52 2. To reduce the average dista
- Page 64 and 65: 3.2 a storm surge caused by a tropi
- Page 66 and 67: 3.4 these merchants may have been t
- Page 68 and 69: 3.6 Figure 3-1. Map of India during
- Page 70 and 71: 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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6.15 Figure 6 -5 Figure 6 -6 Figure
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6.17 Benefit cost ratio Area benefi
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6.19 Location and cost of proposed
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6.21 Swaraupnagar Swaraupnagar 100
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6.23 Gobadia Kakdwip Dk Kasiabad &
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6.25 Location and cost of proposed
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6.27 " Jagaddal " 800 6400000 " Jag
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6.29
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6.31
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6.33
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6.35 Figure 6 -11 Figure 6 -12
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6.37 Figure 6 -15 Figure 6 -16
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6.39 Figure 6 -19 6.2.7. Recommenda
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6.41 4. Rajraj Swarup & Ramnagar Ab
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6.43 project. Such sediment deficit
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6.45 paludosa, Rhizophora apiculata
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6.47 15. Ceriops tagal 0.22 0.40 0.
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6.49 shelterbelt (average 100 m wid
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6.51 (assuming land acquisition cos
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6.53 location are missing reducing
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7.2 resulted in large scale waterlo
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7.4 5. No adverse effect in drainin
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7.6 15 LT Panel L.S. 2,200,000 16 I
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7.8 Bagjola, Kestopur and SWF chann
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Executive Cost Summary of Recommend
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References Kanjilal (2005) “Sunde
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“……………….Designingadis