Cyclone and Storm Surge - Iczmpwb.org

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6.19 Location and cost of proposed new embankments with revetment under Basirhat Irrigation Division Block Facing river Mouza Length (m) Cost (Rupees) Hingalganj Raimongal Ramapur 2000 40400000 Madhabkati 3200 64640000 Jogeshganj 1200 24240000 Hemnagar 2200 44440000 Perghumti 1800 36360000 Hingalganj Kalindi Hingalganj 800 14800000 Singerkati 600 11100000 Chhoto Sahebkhali 1200 22200000 Sahebkhali 1000 18500000 Charalkhali 1000 18500000 Sreedharkati 500 9250000 Malakanghumti 3300 61050000 Samsharnagar 3300 61050000 Sandeshkhali - II Bara - Kalagachhi Tushkhali 1250 23125000 Atapur 3000 55500000 Raimongal Monipur 3000 55500000 Hingalganj Sahebkhali Pukuria 700 8400000 -Do- -Do- 1 No. Amberia 500 6000000 -Do- -Do- Swarupkati 1000 12000000 -Do- -Do- Lebukhali 700 8400000 -Do- -Do- Choto Sahebkhali 800 9600000 -Do- -Do- Putia Mathbari 200 2400000 -Do- -Do- Khejurberia 600 7200000 -Do- Dansa Durgapur 600 7200000 -Do- -Do- Dhanikhali 500 6000000 -Do- -Do- Kumirmari 700 8400000 -Do- -Do- Rupamari 500 6000000 -Do- -Do- Banstala 1200 14400000 Sandeshkhali -II Chotto Kalagachi VangaTushkhali 200 2400000 -Do- -Do- Bermajur 300 3600000 -Do- -Do- Jhupkhali 400 4800000 -Do- -Do- Dhamakhali 1200 14400000 -Do- -Do- Tushkhali 8 Number 750 9000000 -Do- -Do- Dwarikjungle 3 No. 800 9600000 -Do- -Do- Dwarikjungle 7 Number 300 3600000 -Do- -Do- Dwarikjungle 500 6000000 -Do- Ghatihara 5 No. Dwarikjungle 1000 12000000 -Do- Rampur Rampur Jeliakhali 2000 24000000 -Do- -Do- (East & West) Bhanga 2000 24000000 -Do- Tushkhali Tushkhli 1400 16800000 -Do- -Do- Bara Tushkhali 1000 12000000 Sandeshkhali -1 Benti Ghoshpur 500 6000000 -Do- -Do- Kalinagar 2000 24000000 -Do- Ghatihara Netyaberia 500 6000000 -Do- -Do- Bholadhaii (W) 1000 12000000 -Do- Bidyadhari Hatgachi 2000 24000000 -Do- -Do- Kalinagar 400 4800000 -Do- -Do- Khariahat 800 9600000 Type of work Type II B 250mm thick Brick Block Pitching in 4:1 Slope Type II A 325mm thick Dry Brick Pitching in 3:1 Slope -do- -do- -do- -do- -do- -do- Type - I 200mm thick Dry Brick Pitching in 3:1 Slope -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do-
6.20 -Do- Dansa Hasnabad 1000 12000000 -Do- -Do- Ghatihara 2000 24000000 -Do- -Do- Bara Sehara 1500 18000000 -Do- -Do- Bholakhaii (E) 1500 18000000 Minakhan Bidyadhari Chaital 1500 18000000 -Do- -Do- Mohanpur 800 9600000 -Do- -Do- Bachara 600 7200000 Hasnabad Kantakhali Kharampur 1000 12000000 -Do- Ichamati Sodepur 500 6000000 -Do- -Do- Taki 1500 18000000 Basurhat-1 Ichamati Panitor 2000 24000000 -Do- -Do- Bagundi 1500 18000000 -Do- -Do- Dipmedia 1000 12000000 -Do- -Do- Chowrah 500 6000000 -Do- -Do- Tapa Mirzapur 750 9000000 -Do- - Do- Harishpur 500 6000000 Swarupnagar Ichamati Bajitpur 750 9000000 -Do- -Do- Ramchandrapur 1000 12000000 -Do- -Do- Sajarajpur 750 9000000 -Do- ~Do- Banglani 1000 12000000 Baduria Ichhamati Gandharbapur 1000 12000000 -Do- -Do- Nayabastia 650 7800000 -Do- -Do- Raimonitala 1000 12000000 -Do- -Do- Fatullyapur 1000 12000000 -Do- -Do- Kulia 500 6000000 -Do- -Do- Fulardanga 500 6000000 -Do- -Do- Khargachi 500 6000000 Total 83200 1206855000 Type-I: 200mm thick dry brick pitching in 3:1 slope. Estimated cost around Rs. 18,500 per meter. Type of Work-IIA: 325mm thick dry brick pitching in 3:1 slope. Estimated cost around Rs. 18,500 per meter. Type of Work-IIB: 250mm thick brick block pitching in 4:1 slope. Estimated cost around Rs. 20,200 per meter. -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- -do- Location and cost of proposed repair to embankments with revetment under Basirhat Irrigation Division Block Facing river Mouza Length (m) Cost (Rupees) Hingalganj Kalindi Sahebkhali 900 8085600 Charalkhali 800 7187200 Kanaikati 500 4492000 Malekanghumti 800 7187200 Sandeshkhali – II Raimangal Monipur 1000 8984000 Basirhat – I Ichhamati Itenda 500 2704000 Akherpur 1000 5408000 Bagundi 400 2163200 Basirhat 1000 5408000 Tapamirzapur 1000 5408000 Type of work 325 mm Dry Brick Pitching 200 mm Dry Brick Pitching
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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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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
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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 174 and 175: 6.15 Figure 6 -5 Figure 6 -6 Figure
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Page 182 and 183: 6.23 Gobadia Kakdwip Dk Kasiabad &
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Page 186 and 187: 6.27 " Jagaddal " 800 6400000 " Jag
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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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