Cyclone and Storm Surge - Iczmpwb.org

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4.34 U-component of Velocity (Surface currents) INDIA BANGLADESH ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### Country.shp Sort-uc1.txt # -0.835 - -0.406 # -0.406 - -0.122 # -0.122 - -0.053 # -0.053 - -0.015 # -0.015 - 0.032 # 0.032 - 0.106 # 0.106 - 0.192 # 0.192 - 0.283 # 0.283 - 0.413 # 0.413 - 0.765 Figure - 14: U-component of velocity for 2002 Kultali cyclone
4.35 V-component of Velocity (Surface currents) INDIA BANGLADESH ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### ####################################################################################################################################################### Country.shp Sort-vc1.txt # -0.494 - -0.337 # -0.337 - -0.198 # -0.198 - -0.064 # -0.064 - 0.033 # 0.033 - 0.092 # 0.092 - 0.14 # 0.14 - 0.194 # 0.194 - 0.324 # 0.324 - 0.528 # 0.528 - 0.901 Figure - 15: V-component of velocity for 2002 Kultali cyclone
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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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Page 86 and 87: 3.24 Table 3-9. Drainage basin area
Page 88 and 89: 3.26 will lead to significant impro
Page 90 and 91: 3.28 locks, one at Chitpur and anot
Page 92 and 93: 3.30 Respectively. The discharge of
Page 94 and 95: 3.32 Figure 3-6. The downstream of
Page 96 and 97: 3.34 Figure 3-10 shows the tail end
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Page 102 and 103: 4.2 In US, there is a steady decrea
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Page 106 and 107: 4.6 30 25 20 15 10 Severe Cyclone C
Page 108 and 109: 4.8 Table 3: Return periods of cycl
Page 110 and 111: 4.10 Table 5: The number and return
Page 112 and 113: 4.12 work station (the Automated Tr
Page 114 and 115: 4.14 through this trough into the d
Page 116 and 117: 4.16 Mean Low water 1.51 1.39 1.34
Page 118 and 119: 4.18 τx,τy : x and y components o
Page 120 and 121: 4.20 formulation. However, the rete
Page 122 and 123: 4.22 ∂u ~ ∂ ~ ~ ∂ ~ ~ ∂ζ 1
Page 124 and 125: 4.24 Δ p p(r) = p( ∞) − [1+ (r
Page 126 and 127: 4.26 maximum surge for this event w
Page 128 and 129: 4.28 U-Component of Velocity (Surfa
Page 130 and 131: 4.30 ## ## ## #### ### ## ########
Page 132 and 133: 4.32 V-component of Velocity (Surfa
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Page 138 and 139: 4.38 V-Component of velocity (Surfa
Page 140 and 141: 5.2 particular human settlement to
Page 142 and 143: 5.4 The Composite Vulnerability Ind
Page 144 and 145: 5.6 (2004 prices) prevalent in dist
Page 146 and 147: 5.8 Moyna 0.6280 0.1592 0.542286 0.
Page 148 and 149: 5.10 5.4.2. Social infrastructure H
Page 150 and 151: 5.12 Budge-Budge(Part-II) 0.0000 0.
Page 152 and 153: 5.14 secondary and tertiary activit
Page 154 and 155: 5.16 F i Fˆ i ⎛ Total no. of =
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 162 and 163: 6.3 Beside these differences in lev
Page 164 and 165: 6.5 • to reduce the destructive f
Page 166 and 167: 6.7 6.2.4. Methods of Construction
Page 168 and 169: 6.9 is attached to the structure. T
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Page 172 and 173: 6.13 Likewise, in all the embankmen
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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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
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