Cyclone and Storm Surge - Iczmpwb.org

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5.20 M ′ = H M ′′ = I . S where, H I S i i i i i i i i = Composite Index of Vu ln erability of the Hou sin g stock = Composite Index of Vu ln erability of Physical and Social = Composite Index of Socio − economic Vu ln erability Infrastructure Figure 5-4: Vulnerability mapping of the human life in the coastal districts of West Bengal Composite Index of Vulnerability to Human Life (M) has also been estimated by taking individual vulnerability indexes into consideration for both direct (M') and indirect (M'') mortality and morbidity [Refer Table 5-5 and Figure 5-5]. The functional form specified for aggregation is similar to the one used for estimating Composite Index of Vulnerability for Housing Stock [Refer Section 5.2.]. Table 5-5: Composite Index of Vulnerability to human life in the coastal districts of West Bengal Sub-Div. C.D Block Total Population in Age Cohort 0-10 & (Mi') Population above 60 yrs (Mi'') (Mi) Thakurpukur- Maheshtala 136903 1.237 47573 0.201 0.967 Bishnupur-I 206370 1.656 71713 0.476 1.855 Bishnupur-II 190636 1.385 66246 0.410 1.466 Budge-Budge(Part-I) 99945 1.565 34730 0.245 1.289 Budge-Budge(Part-II) 173446 1.545 60272 0.280 1.346 Alipore Sub Division Baruipu r Sub Divisio n Sonarpur 167408 1.578 58174 0.326 1.466 Joynagar-I 219090 1.631 76133 0.412 1.693
5.21 Joynagar-II 209145 1.835 72677 0.521 2.133 Kultali 187989 1.997 65326 0.701 2.749 Baruipur 351439 1.540 122125 0.259 1.298 Bhangore-I 204380 1.680 71022 0.863 2.721 Bhangore-II 207580 1.635 72134 0.807 2.540 Canning Sub Division Canning-I 244627 1.846 85007 0.739 2.658 Canning-II 195967 1.963 68098 1.076 3.632 Basanti 278592 1.963 96810 0.937 3.291 Gosaba 222822 1.977 77430 0.549 2.347 Diamond Harbour Sub Division Mograhat-I 228335 1.643 79346 0.710 2.342 Mograhat-II 262092 1.659 91076 0.714 2.370 Mandirbazar 183131 1.732 63638 1.045 3.198 Kulpi 242752 1.860 84356 0.876 2.998 Falta 221695 1.580 77039 0.414 1.651 D-Harbour-I 133366 1.691 46344 0.486 1.910 D-Harbour-II 165233 1.598 57418 0.490 1.828 Mathurapur-I 164650 1.851 57215 0.774 2.745 Mathurapur-II 198281 1.897 68902 0.357 1.805 Kakdwip Sub Division Kakdwip 239326 1.802 83165 0.409 1.843 Namkhana 160627 1.929 55817 0.338 1.786 Sagar 185644 1.979 64511 0.385 1.943 Patharprotima 288394 1.989 100216 0.439 2.088 Tamluk Sub Division Tamluk 204422 0.731 71036 0.466 0.939 Sahid Matangini 176307 0.794 61266 0.446 0.974 Panskura-I 298139 1.033 103603 0.519 1.312 Panskura-II 256882 0.663 89266 0.280 0.658 Moyna 196502 1.233 68284 0.533 1.541 Nandakumar 229462 0.958 79738 0.423 1.096 Nandigram-III 159914 1.355 55570 0.619 1.825 Haldia Sub Division Mahisadal 182191 0.825 63311 0.399 0.941 Nandigram-I 174691 1.542 60705 0.583 1.961 Nandigram-II 104637 1.573 36361 0.261 1.327 Sutahata 106338 0.000 36952 0.457 0.229 Egra Sub Division Patashpur-I 151609 1.798 52684 0.611 2.303 Patashpur-II 150551 1.763 52316 0.903 2.926 Bhagwanpur-I 198898 1.549 69117 0.421 1.638 Egra-I 145054 1.739 50406 0.701 2.438 Egra-II 156431 1.513 54359 0.589 1.943 Contai Sub Division Khejuri -I 114643 1.563 39838 0.455 1.720 Khejuri-II 117438 1.715 40809 0.826 2.687 Bhagwanpur-II 167551 1.590 58223 0.494 1.829 Ramnagar-I 145413 0.921 50531 0.641 1.372 Ramnagar-II 137369 1.312 47735 0.441 1.454 Contai-I 151706 1.272 52717 0.396 1.337 Contai-II 153065 1.403 53190 0.590 1.824 Contai-III 137349 1.514 47728 0.289 1.340
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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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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
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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
Page 134 and 135: 4.34 U-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.
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Page 182 and 183: 6.23 Gobadia Kakdwip Dk Kasiabad &
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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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