Cyclone and Storm Surge - Iczmpwb.org

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6.25 Location <strong>and</strong> cost of proposed new embankments with revetment under Kakdwip Irrigation Division Block Facing river / sea Mouza Length (m) Cost (Rupees) Type of work Sagar Bay of Bengal Bhalat & shibpur 2800 140000000 -Do- -Do- Shidpur 700 35000000 -Do- -Do- Chemaguri 500 25000000 -Do- -Do- Beguakhali 1200 60000000 Sagar Hooghly Sapkhali 2800 70000000 -Do- -Do- Narharipur 800 20000000 -Do- -Do- -Do- 600 15000000 -Do- -Do- -Do- 500 12500000 -Do- -Do- Radhakrishnapur 600 15000000 -Do- Hooghly & Maygolia -Do- 1000 25000000 -Do- Hooghly & Harindari Radhakrishnapur (Vitar 300 Plot) 7500000 -Do- Hoogly Fuloubi 1800 45000000 -Do- -Do- Krishnanagar 1700 42500000 Sagar Muriganga Kachuberia 1000 25000000 -Do- -Do- Muriganga 1000 25000000 -Do- -Do- Siikarpur 1500 37500000 -Do- -Do- Gobindapur 1500 37500000 -Do- -Do- Devi - Mathurapur 1200 30000000 -Do- -Do- Mrityunjoy Nagar 1000 25000000 -Do- -Do- Sumati Nagar 1500 37500000 -Do- -Do- Bankim Nagar 1500 37500000 -Do- Hoogly Kastala 2000 50000000 -Do- Muriganga Kachuberia 500 12500000 Pathar Pratima Bay of Bengal Gobardhanpur 2500 125000000 -Do- -Do- -Do- 1500 75000000 -Do- - Do- Sttarampur 2500 125000000 Pathar Pratima Jagaddal Sitarampur 600 15000000 -Do- -Do- -Do- 900 22500000 -Do- Saptamukhi Gobardhanpur 600 15000000 -Do- -Do- Burabaurirtat 800 20000000 -Do- -Do- Indrapur 1500 37500000 -Do- -Do- Dakshin / Uttar 1200 Surendraganj 30000000 -Do- -Do- Dakshin Surendraganj 400 10000000 -Do- Curzon Creek Surendraganj 200 5000000 -Do- -Do- Gobindapur Abad 1800 45000000 Pathar Pratima Curzon Creek Choto Rakhaskhali 1000 18500000 -Do- Chaftabonia Gangapur 2000 37000000 -Do- Walls Creek Khetra Mohanpur 600 11100000 -Do- -Do- Brajaballavpur 600 11100000 -Do- -Do- Chatta Rakash Khali 300 5550000 -Do- Jagaddal Indrapur 1200 22200000 -Do- -Do- Uttar / Dakshin 500 Surendraganj 9250000 -Do- -Do- Gangapur 300 5550000 -Do- Saptamukhi Radhakrishna 500 9250000 -Do- -Do- Brajaballavpur 500 9250000 -Do- Curzon Creek Brajaballavpur & 1200 22200000 Type III - C. Concrete Block in 5:1 Slope Type III - Type - III Type II C Type II A
6.26 Gobindapur Abad -Do- -Do- Surendraganj 300 5550000 Pathar Pratima Barchara Hare Krishnapur 1000 12000000 Namkhana Bay of Bengal Patibonia 300 15000000 Type II A Type III " " " 400 20000000 " " " 900 45000000 " " " 600 30000000 " " " 600 30000000 " " Laxmipur Abad 800 40000000 " " Baliara (East) 100M 50000000 " " Baliara (West) 450 22500000 " " Kusumtala (W) 1000 35000000 Type II C Namkhana Muriganga Narayanganj 500 12500000 Bagdanga (W) 600 15000000 Debnagar 250 6250000 Mousuni 550 13750000 Namkhana Saptamukhi Haripur 600 15000000 Type II A Haripur 400 10000000 Haripur 200 5000000 Haripur 350 8750000 Haripur 500 12500000 Namkhana Saptamukhi Dwariknagar 450 8325000 Type II A Namkhana Channergang Patibonia 1550 28675000 -Do- Mousuni 400 7400000 Namkhana Hatania Doania Dwariknagar 700 8400000 Namkhana Hatania Doania Namkhana 300 3600000 Kakdwip Jagaddal Nadabhanga 1000 25000000 & Namkhana Budakhali 1000 25000000 Kalinagar 500 12500000 Type I Type II C Kalinagar 1000 25000000 Kakdwip Baratala Madhusudanpur 1100 27500000 Kakdwip Hatania Doania Narayaanpur 1000 12000000 Type I & Namkhana Iswaripur (South) 500 6000000 Kakdwip & Kalnagini Jhangora 300 3600000 Namkhana Ghughudanga Manmathapur 100 1200000 72100 2113950000 Type-I: 200mm thick dry brick pitching in 3:1 slope. Estimated cost around Rs. 12,000 per meter. Type of Work-IIC: 250mm thick dry brick block pitching in 4:1 slope. Estimated cost around Rs. 25,500 per meter. Type of Work-III: Cement Concrete Block (1:2:4) pitching in 5:1 slope. Estimated cost around Rs. 50,000 per meter. Location <strong>and</strong> cost of proposed repair to embankments with revetment under Kakdwip Irrigation Division Block Facing river / sea Mouza Length (m) Cost (Rupees) Type of work Prathar Pratima Bay of Bengal Sitarampur 2500 20000000 Block
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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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Page 174 and 175: 6.15 Figure 6 -5 Figure 6 -6 Figure
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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 224 and 225: References Kanjilal (2005) “Sunde
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“……………….Designingadis
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