Cyclone and Storm Surge - Iczmpwb.org
Cyclone and Storm Surge - Iczmpwb.org Cyclone and Storm Surge - Iczmpwb.org
5.8 Moyna 0.6280 0.1592 0.542286 0.497 Nandakumar 0.5394 0.0706 0.567176 0.414 Nandigram-III 0.2716 0.1707 0.347487 0.279 Haldia Sub Division Mahisadal 0.5332 0.0950 0.451286 0.383 Nandigram-I 0.2924 0.1481 0.413053 0.302 Nandigram-II 0.2317 0.0604 0.336969 0.214 Sutahata 0.1309 0.0423 0.23964 0.139 Egra Sub Division Patashpur-I 0.8649 0.2675 0.612328 0.723 Patashpur-II 1.0000 0.0832 0.572259 0.599 Bhagwanpur-I 0.4896 0.1376 0.50763 0.413 Egra-I 0.5338 0.0848 0.606545 0.436 Egra-II 0.5077 0.1440 0.564641 0.447 Contai Sub Division Khejuri -I 0.2585 0.0730 0.331388 0.227 Khejuri-II 0.1854 0.0780 0.377971 0.219 Bhagwanpur-II 0.4078 0.1121 0.561826 0.386 Ramnagar-I 0.2215 0.0291 0.327166 0.195 Ramnagar-II 0.4324 0.0641 0.357101 0.294 Contai-I 0.2065 0.1223 0.402414 0.254 Contai-II 0.2729 0.0534 0.429623 0.258 Contai-III 0.1842 0.0755 0.644642 0.310 5.4. Vulnerability Assessment of Physical and Social Infrastructure Impact of a disaster can be appropriately evaluated by the time needed to restore normalcy. And disaster of any kind invariably tends to curtail the man’s ability to restore normalcy by severely affecting its physical and social infrastructure. In this study we will primarily concentrate on threes basic types of physical infrastructure, namely a) road connectivity, b) access to safe drinking water and c) access to hygienic sanitation facilities. Apart from that, we will also focus on a) education and b) heath infrastructure and their role in dictating the vulnerability of a particular settlement. 5.4.1. Physical infrastructure Road connectivity is of paramount importance as it guides the success of evacuation during pre and post disaster stages as well as reaching of aid and relief to the affected population. Road connectivity index of a particular CD block has been derived from road length in km per sq.km area as well as per ‘000 population. Both surfaced as well as unsurfaced roads have been taken into consideration along with relative share. Higher the road connectivity lesser it is vulnerable to impediments in the evacuation as well as aid and relief distribution. Disruption in the road connectivity can be either due to temporary blockages due uprooted trees or due to damage of the culverts and bridges. Based on
5.9 the time required to restore the road connectivity, the mobility in the primary (within CD block), secondary (district level) and tertiary catchment (intra region) area will be affected. The index of road connectivity (A) along with its normalized value has been calculated as shown following. ⎛ X Ai = ⎜ ⎝ Yi where, X Y = Total area in sq. kms in ith CD block i Z i i i Aˆ = i ⎞ ⎛ X ⎞ i ⎟. ⎜ Z ⎟ ⎠ ⎝ i ⎠ = Total length of roads in kms in ith CD block = Total population in '000 persons in ith CD block A A max max − Ai − A min Access to safe drinking water source is one of the most crucial parameters which dictate the incidence of epidemics especially from water borne diseases in the aftermath of flood. Tropical cyclones, often leading to inundation and flooding contaminate the sources of the drinking water creating pathogenic condition and increasing the chances of mortality and morbidity in child and aged section of the population. Similarly, sources of defecation will guide the extent of contamination of the local water sources as well as the level of environmental degradation after the flooding. The vulnerability of water supply and sanitation facilities are estimated based on the percentage share of the households having access to sources of water with low chances of contamination (Tap and Tube well) as well as access to hygienic defecation facilities (Pit latrine and Water closet). ⎛ X i ⎞ Bi = ⎜ Z ⎟.100 ⎝ i ⎠ ⎛ Yi ⎞ Ci = ⎜ .100 Z ⎟ ⎝ i ⎠ where, X = Total no. of HH having access to safe drinking water in i th CD block Yi = Total no. of HH having access to safe sanitation facility in i th CD block Z = Total no. of HH in i th CD block i i Bˆ i = B B max max − Bi − B min ˆ C Ci = C max max − Ci − C min
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5.9<br />
the time required to restore the road connectivity, the mobility in the primary (within CD block),<br />
secondary (district level) <strong>and</strong> tertiary catchment (intra region) area will be affected.<br />
The index of road connectivity (A) along with its normalized value has been calculated as shown<br />
following.<br />
⎛ X<br />
Ai<br />
=<br />
⎜<br />
⎝ Yi<br />
where,<br />
X<br />
Y = Total area in sq.<br />
kms in ith CD block<br />
i<br />
Z<br />
i<br />
i<br />
i<br />
Aˆ<br />
=<br />
i<br />
⎞ ⎛ X ⎞<br />
i<br />
⎟.<br />
⎜<br />
Z<br />
⎟<br />
⎠ ⎝ i ⎠<br />
= Total length of roads in kms in ith CD block<br />
= Total population in '000 persons in ith CD block<br />
A<br />
A<br />
max<br />
max<br />
− Ai<br />
− A<br />
min<br />
Access to safe drinking water source is one of the most crucial parameters which dictate the<br />
incidence of epidemics especially from water borne diseases in the aftermath of flood. Tropical<br />
cyclones, often leading to inundation <strong>and</strong> flooding contaminate the sources of the drinking water<br />
creating pathogenic condition <strong>and</strong> increasing the chances of mortality <strong>and</strong> morbidity in child <strong>and</strong> aged<br />
section of the population. Similarly, sources of defecation will guide the extent of contamination of the<br />
local water sources as well as the level of environmental degradation after the flooding. The<br />
vulnerability of water supply <strong>and</strong> sanitation facilities are estimated based on the percentage share of<br />
the households having access to sources of water with low chances of contamination (Tap <strong>and</strong> Tube<br />
well) as well as access to hygienic defecation facilities (Pit latrine <strong>and</strong> Water closet).<br />
⎛ X<br />
i<br />
⎞<br />
Bi<br />
=<br />
⎜<br />
Z<br />
⎟.100<br />
⎝ i ⎠<br />
⎛ Yi<br />
⎞<br />
Ci<br />
=<br />
⎜ .100<br />
Z<br />
⎟<br />
⎝ i ⎠<br />
where,<br />
X<br />
= Total no.<br />
of HH having access to safe drinking water in i th CD block<br />
Yi<br />
= Total no.<br />
of HH having access to safe sanitation facility in i th CD block<br />
Z = Total no.<br />
of HH in i th CD block<br />
i<br />
i<br />
Bˆ<br />
i<br />
=<br />
B<br />
B<br />
max<br />
max<br />
− Bi<br />
− B<br />
min<br />
ˆ C<br />
Ci<br />
=<br />
C<br />
max<br />
max<br />
− Ci<br />
− C<br />
min