=Paper= {{Paper |id=Vol-1743/paper15 |storemode=property |title=A Clustering Optimization Approach for Disaster Relief Delivery: A Case Study in Lima-Peru |pdfUrl=https://ceur-ws.org/Vol-1743/paper15.pdf |volume=Vol-1743 |authors=Jorge Vargas-Florez,Rosario Medina-Rodriguez,Rafael Alva-Cabrera |dblpUrl=https://dblp.org/rec/conf/simbig/FlorezRA16 }} ==A Clustering Optimization Approach for Disaster Relief Delivery: A Case Study in Lima-Peru== https://ceur-ws.org/Vol-1743/paper15.pdf
    A clustering optimization approach for disaster relief delivery: A case
                             study in Lima-Perú

         Jorge Vargas-Florez, Rosario Medina-Rodrı́guez, Rafael Alva-Cabrera
                         Pontificia Universidad Católica del Perú
     jorge.vargas@pucp.edu.pe , {r.medinar,rafael.alva}@pucp.pe




                    Abstract                             dispatch is more oriented to beneficiary communi-
                                                         ties in a timely manner, while waiting for the ini-
    During the last decade, funds to face                tial disaster assessment to be completed. Klibi and
    humanitarian operations have increased               Martel (2012), described that under a state of dis-
    approximately ten times. According to                aster the depots network is not expected to respond
    the Global Humanitarian Assistance Re-               adequately, because its storage and distribution ca-
    port, in 2013 the humanitarian funding re-           pacity loses its nominal operability.
    quirement was by US$ 22 billion, which                  Moreover, Martinez et al. (2011) confirms
    represents 27.2% more than the requested             that transport is the second largest general bud-
    in 2012. Furthermore, the transportation             get of humanitarian organizations, after staff.
    cost represents between one third to two-            Thus, planning transportation routes (VRP, Ve-
    thirds from the total logistics cost. There-         hicle Routing Problem) is one of the most im-
    fore, a frequent problem in a disaster re-           portant problems of combinatorial optimization
    lief is to reduce the transportation cost by         and it is widely studied with many applications
    keeping an acceptable distribution service.          in the real world, like distribution logistics and
    The latter depends on a reliable delivery            transport (Toth and Vigo, 2002). The humanitar-
    route design, which is not evident con-              ian delivery in disasters cases are concerned to
    sidering a post-disaster environment. In             optimize; maximizing unsatisfied demand, min-
    this case, the infrastructures and sources           imizing travel time and minimizing total deliv-
    could be inexistent, unavailable or inop-            ery delay (Beamon and Balcik, 2008). There are
    erative. This paper tackles this problem,            three basic approaches for modeling the problem:
    regarding the constraints, to relief delive-         (i) the vehicle route is represented by a binary
    ry in a post-disaster environment (like an           variable of multiple indexes, that define the ve-
    eight degree earthquake) in the capital of           hicle and route identification; (ii) the construc-
    Perú. The routes found by the hierarchi-            tion of a dynamic network flow model whose
    cal ascending clustering approach, which             outputs are the vehicle and material flows, that
    has been solved with a heuristic model,              have to be parsed in order to construct vehicle
    achieved the best result.                            routes and loads and; (iii) to enumerate all fea-
                                                         sible routes between all pairs of supply and de-
1   Introduction
                                                         mand nodes (Özdamar and Demir, 2012). The lat-
Humanitarian response recognizes two phases              ter open a data analysis utilization based on pattern
after a disaster: the life-saving and the life-          mining, data mining or clustering to optimize de-
sustaining actions (Thevenaz and Resodihardjo,           livery routes. For our purposes, we decided to use
2010). The first one, consists in carrying activi-       the last mentioned approach.
ties that aim to preserve life, like removal debris         In literature, numerous works have been pro-
and rescue victims. The second one, involves the         posed to deal with the problem of spatial cluste-
provision of aid kits and services such as: food,        ring on data associated to natural disasters. Early
water, temporary shelter, medical care, and pro-         papers attacked the problem of emergency eva-
tection (Assessment and Coordination, 2006). As          cuation, for example, Pidd et al. (1996) presented
it was mentioned in (Hall, 2012), the initial relief     a spatial decision support system to emergency



                                                   122
planning. Their approach, based on Geographical          lighted: (1) the high risk that would suffer the Pe-
Information System (GIS) software, evaluated two         ruvian capital in a potential major earthquake due
issues: (i) static, processing the data from a math-     to its sociodemographic and seismic location; (2)
ematical, statistical and logical point of view and;     the failed National delivery relief case described
(ii) dynamic, establish the terrain for evacuation       before and; (3) the importance of supplies trans-
under certain assumptions and with some speci-           portation to humanitarian operations. Therefore,
fied policies. Then, in (Gong and Batta, 2007), an       it is necessary to provide an optimal, efficient and
ambulance allocation to improve the rescue pro-          resilient route design regarding the constraints of
cess of victims, was proposed. The authors used a        a post-disaster environment. For this purpose, we
spatial clustering combined with fuzzy logic in or-      propose an approach based on the hierarchical as-
der to allocate the correct number of ambulances         cending classification that seems the best option
to each spatial objects grouped into a cluster after     considering the expected bad conditions of the
an earthquake.                                           roads in a post disaster environment.
   Later, Tai et al. (2010) described a method to            Following this brief introduction and review,
evacuate Shin-Hua city, Taiwan, after an earth-          the paper is organized as follows: Section 2, de-
quake. They analyze the spatial correlation be-          scribes the followed methodology. Then, Sec-
tween objects taking into account six indexes            tion 3, exposes the medical aid relief delivery to
associated to route characteristics. Moreover,           Lima and Callao in an eventual earthquake, ana-
Özdamar and Demir (2012), proposed a hierar-            lyzing the Hierarchical Ascending Classification
chical cluster and route procedure (HOGCR) for           approach for humanitarian distribution. At the
coordinating vehicle routing in large-scale post-        end, we conclude with an analysis of the solution
disaster distribution and evacuation activities. Re-     with the lowest travel time and also some future
cently, Matthew et al. (2015) evaluated the sur-         research works are described.
vival Kobe-1995-earthquake manufacturing plants
                                                         2     Methodology
and their post-earthquake economic performance.
They used a geographical clustering technique            In order to find an approximate solution to the pro-
combined with a micro-econometric approach.              cess of delivery humanitarian relief in Lima, we
   In Perú, from 1582 to 2007, occurred 47 earth-       propose an efficient and resilient approach. The
quakes with magnitudes between 6.0 to 8.6 on             efficiency is related to the ability to provide the
the Richter scale. At least 10 were greater than         service with fewer resources, while resilience con-
8.0 and 100% of them occurred between the                dition is related to the ability to retain the ope-
center and the south coast area of Perú; where          ration in time, even whether infrastructures and
Lima is located. Leseure et al. (2010), presented        sources are inexistent. Our methodology is com-
the 7.9 earthquake in Pisco-Perú in 2007, which         posed by the following stages:
killed more than 500 people and affected more
than 655 thousand people; who demanded water,                1. Obtain the information about the actual Peru-
food, shelter, clothes, etc. The assistance for vic-            vian humanitarian system from government
tims was distributed through multiple civil defense             entities (i.e. INDECI).
committees, leaded by the Instituto de Defensa               2. Perform an analysis about cartography in the
Civil (INDECI).                                                 territory of study, to identify the most vulner-
   Despite the efforts, they could not manage a                 able, exposed and threatened areas.
proper relief delivery, however the authors stand
out the following conclusions: (i) humanitarian              3. Carry out a study about available models to
donations reception and transport were impro-                   solve the vehicle routing problem.
vised; (ii) humanitarian aid was distributed hap-
                                                             4. Identify the costs following a cluste-
hazardly; (iii) duplication of supplies in some
                                                                ring approach (Hierarchical Ascending
closer areas, while the more isolated ones, re-
                                                                Classification-HAC).
ceived partial support and; (vi) distribution of in-
appropriate aid relief and unfit food for consump-          Our goal is to identify the routes to be used
tion (rotten food, expired date drugs, etc.).            for the distribution of humanitarian aid. Whereas
  From these statements, three points can be high-       these routes be comprised by pre-positioned by



                                                   123
INDECI warehouses which are: the Medical Sup-
                                                          Table 1: INDECI scale values corresponding to
plies (AM, “Almacén de Insumos Médicos”, in
                                                          the vulnerability type.
spanish) and Central Warehouses (AC, “Almacén
Central”, in spanish); both located in Lima and               Socio-economic         Night               Day
pre-defined by INDECI. We follow a heuristic                   vulnerability      accessibility       accesibility
called “cluster-first route-second”, which deter-              Very low (1)       Very good (1)      Very good (1)
mines clusters of customers compatible with vehi-                 Low (2)           Good (2)           Good (2)
                                                                Average (3)        Regular (3)        Regular (3)
cle capacity and solves a traveling salesman prob-
                                                                 High (4)            Bad (4)            Bad (4)
lem for each cluster (Prins et al., 2014). Thus, for           Very high (5)      Very bad (5)       Very bad (5)
this proposal we apply the Hierarchical Ascending
Classification, forming clusters using the total ad-                  Hazards                  Seismic
justed travel time for each route instead of the Eu-                 exposition             vulnerability
clidean distance as a proximity measure. In order                  Low impact (1)              Low (1)
to correct this time, we use as criterion “how crit-              Average impact (2)      Relativity high (2)
ical is the condition of the affected region”, which               High impact (3)             High (3)
                                                                 Very high impact (4)       Very high (4)
is based on measures of vulnerability, accessibil-
ity, exposure and proximity for each district of
Lima, where each AM is located.                           Table 2: Summary of vulnerabilities (SE:Socio
                                                          economic; DA:Day accessibility; NA:Night
3   Results and Discussion                                accessibility; HE:Hazard exposition; SZ:Seismic
                                                          Zoning) for each Supply Depot and its respective
The HAC analysis performed by using dendro-               Delivery Point.
grams (Villardón, 2007), is as an efficient tool
                                                                                   Vulnerabilities
for the cluster identification task which combines         Supply
                                                                  Delivery                                Distance AC
                                                           depots            SE   DA    NA    HE     SZ
many features. For instance, it is possible to sep-                 point                                 to AM (Km)
arate the population into homogeneous clusters              AC2     AM1      2     4     1     2     1        6.29
                                                            AC2     AM2      2     4     2     5     1        6.06
(low within-variability and high between variabil-          AC1     AM3      2     4     3     5     2        2.06
ity). In this proposal, we have considered five fea-        AC1     AM4      2     4     3     4     2        1.77
                                                            AC2     AM5      2     5     3     3     1        10.21
tures that describe vulnerabilities: (i) seismic lo-        AC2     AM6      2     4     2     1     1        2.75
cation; (ii) socioeconomic state; (iii) access to           AC2     AM7      2     3     1     2     2        12.54
delivery point; (iv) exposure to hazards and; (v)           AC2     AM8      2     5     3     2     1        8.48
                                                            AC2     AM9      1     5     4     4     1        28.32
proximity to the central depot (AC).                        AC2    AM10      2     5     3     1     1        9.93
                                                            AC2    AM11      2     3     2     4     2        2.44
Step 1: we use an advanced statistical analysis             AC2    AM12      2     4     3     3     1        1.92
tool (XLSTAT 2013.6.03) and the vulnerability               AC2    AM13      2     4     1     3     1        6.43
                                                            AC1    AM14      2     4     3     5     2        1.04
scales were obtained from the INDECI categoriza-            AC1    AM15      1     4     4     3     1        19.78
tion criteria (see Table 1). Then, based on this cri-       AC1    AM16      1     4     4     3     1        19.71
                                                            AC1    AM17      1     4     2     3     1        17.44
teria, we obtained a summary of the value associ-           AC1    AM18      1     4     4     3     2        21.58
ated with each type of vulnerability and the district       AC1    AM19      1     4     4     3     2        24.37
where they belong to, as can be seen in Table 2.            AC1    AM20      1     4     4     3     2        24.87
                                                            AC1    AM21      1     4     4     3     2        22.87
However, in order to apply the HAC approach, it is          AC1    AM22      1     3     2     4     2        5.87
necessary to standardize our values, so there is an         AC2    AM23      2     3     2     4     2        4.60
                                                            AC1    AM24      2     3     2     4     2        3.07
existent correlation (see Table 3). For this purpose,       AC1    AM25      2     4     2     4     2        1.13
we used the method of the “maximum magnitude                AC2    AM26      2     4     3     4     1        0.76
of 1” (Justel, 2008). This means, the division of           AC2    AM27      2     4     1     2     1        4.96
                                                            Maximal value    2     5     4     5     2        28.32
the value of each variable by its maximum value,
obtaining values between 0 and 1.
                                                          instance, if the distance between AC1 and AM1 is
Step 2: we apply the HAC method on the new                less than the distance between AC2 and AM1, then
standardized data, choosing which Central Ware-           it will supply AC1. The result can be observed in
houses (ACs) will supply store whose Medical              the dendrograms shown in Fig 1, where the hori-
Supplies Warehouses (AMs). This choice was                zontal dotted line divides the collection of points
based on the shortest distance from AC to AM; for         in three clusters set by AMs.



                                                    124
                      Figure 1: Dendrograms - Clusters supplied by AC1 and AC2.


Step 3: then, we apply the algorithm proposed              responding to 50% of the average transport time).
by Clarke and Wright (1964), looking for routes
with lower cost, linking each AM to clusters. The
final result shows each AM supplied by each AC,
                                                              Also, reviewing historical events recorded by
as can be seen in Table 4.
                                                           INDECI, it realizes that poor accessibility in af-
                                                           fected areas increases between 25% to 100%, due
3.1 Distances Evaluation
                                                           to collapsed infrastructure or debris. For instance,
Here, we present an analysis about post disaster           to evaluate AM1 distance, due to correction fac-
distances to be covered by routes. At the begin-           tors, it will be increased in 65% (correction fac-
ning, Euclidean ideal distances have been consid-          tor 165% or 1.65). Because its location has a 4
ered however they must be corrected by a “Correc-          level accessibility then, corresponds to 25% and
tion Factor” in order to represent realistic post dis-     its seismic zoning characteristics corresponds to
aster conditions; for example streets with debris,         40% (according to INDECI), hence 25% + 40% =
transport infrastructures collapsed like bridges.          65%. Whether it is applied this criterion in Ta-
According to the Peruvian Ministry of Transport            ble 6, the corrected and covered distance (based
and Communications, the poor accessibility post            on Table 5 percentages) for this application case is
disaster can cause variations up to 30 minutes (cor-       250.32 Km.



                                                     125
                                  Table 4: Summary routes and distances with HAC
                                                                                                            Ideal Distance
        Clusters                                        HAC Routes
                                                                                                                (Km)
        Cluster 1    AC1    AM17        AM21        AM20    AM19        AM18       AM16   AM15        AC1       52.15
        Cluster 2    AC1    AM22        AM24         AC1                                                        12.83
        Cluster 3    AC1    AM4         AM25        AM3     AM14         AC1                                     7.63
        Cluster 4    AC2    AM9         AM7         AM11    AM23         AC2                                    68.93
        Cluster 5    AC2    AM5         AM8         AM10     AC2                                                37.35
        Cluster 6    AC2    AM12        AM27        AM1     AM13         AM2       AM6    AM26        AC2       21.59
                                                                                                                200.48


Table 3: Summary of standardized vulnerabilities                        Table 6: “Correction Factors” for each type of
(SE:Socio economic; DA:Day accessibility;                               vulnerability and supply depot.
NA:Night accessibility; HE:Hazard exposition;
                                                                                         Bad
SZ:Seismic Zoning) for each Supply Depot and                              Supply                         Seismic       Correction
                                                                                      Accessibility
its respective Delivery Point.                                            Depot                        Vulnerability    Factor
                                                                                    (Day and night)
                                                                          AM1            40%                25%          165%
                           Vulnerabilities
 Supply                                                                   AM2            40%                25%          165%
          Delivery                                  Distance AC
 depots              SE    DA    NA     HE    SZ                          AM3            40%                50%          190%
           point                                    to AM (Km)
  AC1      AM3        1    0.8   0.75    1     1        0.08              AM4            40%                50%          190%
  AC1      AM4        1    0.8   0.75   0.8    1        0.06              AM5            50%                25%          175%
  AC1      AM14       1    0.8   0.75    1     1        0.04              AM6            40%                25%          165%
  AC1      AM15      0.5   0.8     1    0.6   0.5       0.70              AM7            30%                50%          180%
  AC1      AM16      0.5   0.8     1    0.6   0.5       0.70              AM8            50%                25%          175%
  AC1      AM17      0.5   0.8    0.5   0.6   0.5       0.62
                                                                          AM9            50%                25%          175%
  AC1      AM18      0.5   0.8     1    0.6    1        0.76
                                                                          AM10           50%                25%          175%
  AC1      AM19      0.5   0.8     1    0.6    1        0.86
  AC1      AM20      0.5   0.8     1    0.6    1        0.88              AM11           30%                50%          180%
  AC1      AM21      0.5   0.8     1    0.6    1        0.81              AM12           40%                25%          165%
  AC1      AM22      0.5   0.6    0.5   0.8    1        0.21              AM13           40%                25%          165%
  AC1      AM24       1    0.6    0.5   0.8    1        0.11              AM14           40%                50%          190%
  AC1      AM25       1    0.8    0.5   0.8    1        0.04              AM15           40%                25%          165%
  AC2      AM1        1    0.8   0.25   0.4   0.5       0.22              AM16           40%                25%          165%
  AC2      AM2        1    0.8    0.5    1    0.5       0.21
                                                                          AM17           40%                25%          165%
  AC2      AM5        1     1    0.75   0.6   0.5       0.36
                                                                          AM18           40%                50%          190%
  AC2      AM6        1    0.8    0.5   0.2   0.5       0.10
  AC2      AM7        1    0.6   0.25   0.4    1        0.44              AM19           40%                50%          190%
  AC2      AM8        1     1    0.75   0.4   0.5       0.30              AM20           40%                50%          190%
  AC2      AM9       0.5    1      1    0.8   0.5       1.00              AM21           40%                50%          190%
  AC2      AM10       1     1    0.75   0.2   0.5       0.35              AM22           30%                50%          180%
  AC2      AM11       1    0.6    0.5   0.8    1        0.09              AM23           30%                50%          180%
  AC2      AM12       1    0.8   0.75   0.6   0.5       0.07              AM24           30%                50%          180%
  AC2      AM13       1    0.8   0.25   0.6   0.5       0.23
                                                                          AM25           40%                50%          190%
  AC2      AM23       1    0.6    0.5   0.8    1        0.16
                                                                          AM26           40%                25%          165%
  AC2      AM26       1    0.8   0.75   0.8   0.5       0.03
  AC2      AM27       1    0.8   0.25   0.4   0.5       0.18              AM27           40%                25%          165%
                                                                           AC1           30%                50%          180%
                                                                           AC2           40%                25%          165%

Table 5: Percentage increased in distances consi-
dering each type of vulnerability.
                                                                        3.2    Distribution Expenses Evaluation
           Bad Accessibility
  Level                            Seismic Vulnerability                Once we already have obtained the routes and its
           (Day and night)
    1           10%                           25%                       associated distance, it is necessary to know the
    2           20%                           50%                       type of transportation that will be used, in or-
    3           30%                           75%                       der to estimate the required resources. According
    4           40%                           100%
                                                                        to (Martinez et al., 2011), the best vehicles to be
    5           50%                             –
                                                                        used in the humanitarian distribution due to its ca-
                                                                        pacity and potency are the pick-up (4 ⇥ 4), whose
                                                                        main characteristics are shown in Table 7.



                                                                  126
Table 7: Vehicle features. Source: Nissan/Toyota;        Table 8: Estimated affected population in the
UN Refugee Agency and International Federation           largest Lima’s districts in case a major earthquake
of Red Cross and Crescent Societies.                     according to (Serpa Oshiro, 2014).

      Feature                     Description                                           Affected
                                                             District                                 Sector
      Engine power                    2500 cc                                          population
      Number of cylinders                   4                Ate                         69954       East-Lima
      Average performance          45 km/gal                 Callao                      195954       Callao
      Fuel                             Diesel                Carabayllo                  127612     North-Lima
      Loading capacity               1 TM cc                 Chorrillos                  51918      South-Lima
                                                             Comas                       242235     North-Lima
      Volume occupied by drugs           3m3
                                                             Lima                        18674      Lima-Center
      Drug packaging unit          20L - 40L
                                                             Lurigancho                  74186       East-Lima
                                                             Lurin                       36312      South-Lima
                                                             Pachacamac                  15260      South-Lima
   According to INDECI, each medicine packag-                Puente Piedra               144323     North-Lima
ing unit (emergency backpack) should be able to              S. J. de Lurigancho         314549      East-Lima
supply at least two people. It is recommended an             S. J. de Miraflores         128435     South-Lima
average weight of 8 Kg, corresponding to a back-             Ventanilla                  14435        Callao
                                                             Villa el Salvador           113993     South-Lima
pack with a capacity of 20 to 40L. Thus, for practi-
                                                             Villa Maria del Triunfo     133171     South-Lima
cal calculations, we consider an intermediate value
of 30L. Then, considering 1 vehicle, we can cal-
culate the number of backpacks to carry and how
                                                         tering became to one route), considering the cor-
many people they would help. For instance, ev-
                                                         rected distance according to the correction factor.
ery trip that makes one transport, will attend 200
                                                         Moreover, we describe the cost of fuel used to sup-
people.
                                                         port all the victims considering the least distance
Backpacks = volume occupied by medicines in              covered; which is S /.160, 520.62 approximately.
one vehicle; 3m3 = 3000L.                                We can also provide valuable additional informa-
                                                         tion, for instance, the amount of trips required to
               1Backpack                                 support all the victims considering the number of
     3000L ⇥               = 100Backpacks
                  30L                                    vehicles used.
People = attention capacity for backpack ⇥                  For instance, in Table 11, we obtained the num-
quantity of backpacks in one pick up                     ber of vehicles needed to complete the route in an
                                                         acceptable number of days (8.26 days), using 600
    2 people
             ⇥ 100 Backpacks = 200 people                vehicles. It would support 120 000 people with 18
    Backpack                                             trips (number of trips is needed in each identified
                                                         route until complete the requested demand). Fi-
                                                         nally, as an expected result, we can see in Fig 2,
   Furthermore, we proceeded to group the                that the number of supported people will increase
provinces of Lima and Callao in four main                with more assigned vehicles.
sectors: North-Lima, South-Lima, Lima-Center,
East-Lima and Callao; it will allow us to estimate       4    Conclusions and Future works
the amount of affected people to assist (see Ta-
ble 8). Lima and Callao have 49 districts, and           In this study, we propose an approach to opti-
some of them do not have points of medical sup-          mize aid distribution kits in an eventual disaster
plies depots, meanwhile other ones have more than        in Lima. Previous research works consider the ex-
one depot. For this reason, we consider that each        istence of infrastructure, transport, capacity, avail-
depot will support the victims by the sector where       ability of public services, among others; as a post-
they belong to (see Table 9); regardless districts       disaster state. However, a solution should be suit-
which are part of it. The support must be done           able to manage an uncertain lack of resources,
proportionally to victims’ amount in each district.      lost of capacity and infrastructure. Thus, our ap-
   In Table 10, we indicate the total amount of          proach using the corrected distances representing
victims to be supported for each route (each clus-       the vulnerability of a location, uses minimal re-



                                                   127
             Table 9: Number of victims to support for each depot. Source: INEI, SIRAD.
                                                                                               Victims to aid
         Sector      Total victims                        Depots                       Total
                                                                                               for each depot
      North-Lima        540 254                    AM8 , AM2                             2         270 127
      South-Lima        483 274                       AM7                                1         483 274
      Center-Lima       64 280               AM1, AM6, AM13 , AM27                       4         16 070
       East-Lima        490 985                 AM5, AM9 , AM10                          3         163 662
                                       AM3, AM4, AM11, AM12, AM14, AM15,
         Callao         216 942       AM16, AM17, AM18, AM19, AM20, AM21,               17          12 762
                                         AM22, AM23, AM24, AM25, AM26
                       1 795 735

Table 10: Total amount of victims to be supported for each route, considering corrected distance and the
cost of fuel.

                  Ideal Distance     Corrected Distance                                              Fuel cost
      Clusters                                              Trips   Routes     Victims treated
                      (Km)                 (Km)                                                        (S/.)
      Cluster 1        52.15               58.54             447    Route 1        89 334            8010.36
      Cluster 2        12.83               16.56             128    Route 2        25 524             656.25
      Cluster 3        7.63                11.62             256    Route 3        51 048             920.97
      Cluster 4        68.93               87.37             3363   Route 4        672 460          9 0967.59
      Cluster 5        37.35               47.29             2988   Route 5        597 451          43 746.91
      Cluster 6        21.59               28.94             1800   Route 6        359 931          16 127.55
                      200.48              250.32                                  1 795 748         160 520.62


           Table 11: Number of day trips and days to support victims (mean speed 40 kph).
      Quantity    Quantity of   Total of   Covered                         Mean
                                                            Time                        Corrected
         of       supported      trips     distance                      correction                      Days
                                                           (HRS)                          time
      vehicles      people       (Km)       by trip                        factor
        10           2000         899      225037.7   135022 : 36 : 29      1.76      237639 : 47 : 24   412.56
        20           4000         450       112644    67586 : 24 : 00       1.76      118952 : 03 : 50   206.51
        50          10 000        180       45057.6   27034 : 33 : 36       1.76      47580 : 49 : 32    82.60
        100         20 000        90        22528.8   13517 : 16 : 48       1.76      23790 : 24 : 46    41.30
        200         40 000        45        11264.4    6758 : 38 : 24       1.76      11895 : 12 : 23    20.65
        600        120 000        18        4505.76    2703 : 27 : 22       1.76       4758 : 04 : 57    8.260




         Figure 2: Number of Vehicles vs Humanitarian Operation Days and Victims Treated




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