Loss Measurement of Houses on Physical and Socio-Economical Aspects PART THREE LOSS MEASUREMENT 3.1. Loss of Building Analysis One of the main goal of the activity is to identify the amount of assets loss or damage of house in relation to the uprising sea level. In identifying the term “loss”, it can encompass such as the direct repair or replacement cost and loss of house function for living. To achieve this objective, the methods of analysis should be defined. The method uses similar procedure with one uses due to flooding/inundation. The difference is that flood is a rather short-term phenomenon, while sea level rise is a quite long-term one. However, even though the purposes of both phenomena are quite different, but the method is similar. In brief, loss measurement due to flood impacts on lives and properties include: Injury or loss of lives and property Damage to houses and property, such as furniture and electrical appliances Disruption of livelihoods due to the destruction of crops, farmland, death of livestock, and washing out of fish, shrimp and crab ponds Prevention of crop planting Soil erosion, covering land with debris, sand or boulders, which reduces farming areas, and to some extent, the fertility of the soil layer Damage to infrastructure and public facilities Disruption of clean water supplies and contamination of water sources, which can subsequently cause diseases Triggering of epidemics, water-borne diseases, breeding of mosquitoes and the spread of malaria. Meanwhile in this activity the measurement only focuses on damage or deterioration of the house as physical functional. Loss measurement methodology is conducted according to the following steps: (1) The definition of the territory of research interest (2) The division of territory into appropriate zones (3) The degree of each damage category (light damage, moderate damage and heavy damage) for each aspect (architecture, structure and utility) (4) Scoring of each damage category (5) Scoring functional component into each aspect of housing (6) The definition of building type (7) The definition cost percentage of each component into the particular building type Part - 3 III - 1 Loss Measurement of Houses on Physical and Socio-Economical Aspects Points (1) up to (3) have been defined the survey guide, so this sub-chapter will describe more detailed points (4) up to (7). In short, explanation seeFig. 3.1.1 However that method still has some limitation such as: (1) The calculation ignores not only environmental differences between the sites, but also. for example zone A is used as a basis for estimating the losses in zone B. (2) The methodology also ignores any differences in construction practices (which very significantly) between the two zones. Some of these differences may result the from relative improvements in building practices and the adoption of stronger codes. (3) The calculation ignore the random nature (4) The methodology ignore what adaptation has been done by inhabitants to their house INPUT Scoring of functional component INPUT Scoring damage DEFINITION Building Class INPUT Percentage cost to investment a house Observation loss to Architectural Aspects Observation loss to Structural Aspects Observation loss to Utility Aspects Fig. 3.1.1: General Scheme for Loss Measurement on Physical Building In the intervening time to investigation data, there were some constraints, such as: Time limitation in observing respondent’s houses Not all components can be investigated only by visual observation, such as ceiling frame, beam, joint column-beam and foundation The respondent has repaired and/or replaced the damage components The respondent use varied materials in one component structure that may be difficult to classify the damage Although this study only focuses on the loss of physical houses measurement the character of each site has contributed into the analysis result. Some variable, which ignored the analysis may have significant contribution are: Quality of construction Age of construction Construction type Part - 3 III - 2 Loss Measurement of Houses on Physical and Socio-Economical Aspects Geological characteristic of the site Perceived ability of the design to resist the floodwater Quantifying loss measurement has two proposes i.e. the remained building function and the cost of building refurbishment. The score of function of buiding components shown in the Table 3.1.1. Table 3.1.1: Score Of Functional Component Aspects Architect Structure Water supply Sewerage Component Appropriate function Flooring Plaster floor Finishing wall Plaster wall Door and windows Ceiling Foundation Column Beam Beam column joint Roof frame Secondary component Water tank Water pump Crane Closet Septic tank Sewerage drain Rain drain Score function (%) 15 14 15 14 15 10 17 25 20 20 15 5 15 12 23 5 7 13 24 6 Source: Cipta Karya, 1998 To measure loss investment on physical building need is a way of relating the quality of a building system to the quality of its components. Therefore, the cost analysis will be referred into individual classes of building structure. The class of building structure uses the following criteria: Building type: single landed house, The main load resisting system: reinforced concrete for main frame and shallow stone construction for foundation Wall: plastered brick masonry Roof frame and Roofing: timber framing and tile Floor: tile Finishing: painting wall Outside working such as drainage, construction septic tank and paving pathway By such criteria the percentage cost for an individual building type are assumed in the Table 3.1.2. However, this score is still open to argument. Part - 3 III - 3 Loss Measurement of Houses on Physical and Socio-Economical Aspects Table 3.1.2: Cost Percentage in Individual House No Building Component Investment (%) 1. 2. 3. 4 5 6 7 8 9 10 11 12 Foundation Structure frame Wall Roof frame Roofing Ceiling Plaster wall Floor Door and windows Finishing Electrical and plumbing Outside work Total 19 17 10 7 5 8 9 5 7 6 2 5 100 Source: Bachtiar Ibrahim, 1993 In quantifying the result need to score for each classification of damage. The method for building maintenance, cost percentage for building repairing are shown in the Table 3.1.3.. Hence assumed score for each classification depends on those percentages. Table 3.1.3: Damage Score Damage type Score (%) Good condtion 0 Light damage 10 Moderate damage 25 Heavy damage 50 By such scoring to analysis loss measurement can use the following equation. 1. Loss function of physical building Rf BF x BR where: Rf = loss function of physical building BF = score function of component building BR = damaged score Assuming of the function for each aspect uses the Table 3.1.4. Table 3.1.4 : Score Function for Each Aspect Aspects Architecture Structure Utility Part - 3 Score Function (%) 5 60 35 III - 4 Loss Measurement of Houses on Physical and Socio-Economical Aspects 2. Loss investment of a building: Rb BB x BR where: Rb = loss cost of building investment BB = percentage investment BR = damaged score As mention in previous chapter the quantity of loss depends on the disaster itself. However the intensity of the inundation in each surveyed city depends on geographycal condition as shown in Table 3.1.5. Table 3.1.5: Intensity the Inundation Intensity of inundation Name of city Banjarmasin Denpasar Jakarta Makasar Mataram Semarang Surabaya Height of inundation (cm) 10 – 50 10 – 50 40 – 100 25 –40 10 - 100 Up to 50 30 – 70 Duration of inundation <1 hour to 12 hour < 24 hour 24 hour to 72 hour 1 hour – 2 hour 1 hour – 12 hour 24 hour Up to 72 hour The loss function of building utilities is calculated during inundation. The clean water provided by public supply is very unlikely to be contaminated unless the plumbing is broken. In contrast, the shallow well existed in houses is mostly contaminated by mud and dirty things causing by the back fow of the sewerage then this facility can not be used during and several days after flooding and inundation. Such condition is classified as heavy damage. The detail of the analysis result can be seen in Figure 3.1.2 up to Figure 3.1.9. Fig. 3.1.2: Loss Physical Measurement in Banjarmasin Part - 3 III - 5 Loss Measurement of Houses on Physical and Socio-Economical Aspects Fig. 3.1.3: Loss Physical Measurement in Denpasar Fig. 3.1.4: Loss Physical Measurement in Jakarta Fig. 3.1.6: Loss Physical Measurement in Makasar Part - 3 III - 6 Loss Measurement of Houses on Physical and Socio-Economical Aspects Fig. 3.1.7: Loss Physical Measurement in Mataram Fig. 3.1.8: Loss Physical Measurement in Semarang Fig. 3.1.9: Loss Physical Measurement in Surabaya Part - 3 III - 7 Loss Measurement of Houses on Physical and Socio-Economical Aspects The result of each surveyed city regarding three aspects is presented in Table 3.1.6. while the average result is Table 3.1.7 as well as Figure 3.1.10. Table 3.1.6. Percentage Loss Function Building per Aspect in Average Name of City Aspect Banjarmasin Denpasar Jakarta Makasar Mataram Semarang Surabaya Architecture 0.22 0.02 0.95 1.31 1.25 1.61 0.99 Structure 1.11 0.00 4.99 4.95 6.64 14.38 1.11 Utility 0.00 0.00 8.75 5.83 10.21 7.29 13.13 Source: Field Analysis Result Table 3.1.7. Percentage Loss Physical Building In Average Name of City Aspect Banjarmasin Denpasar Jakarta Makasar Mataram Semarang Surabaya Loss investment 4.1 0.2 15.5 16.5 19.9 31.2 13.1 Loss function 1.3 0.0 14.7 12.1 18.1 23.3 15.2 Source: Field Analysis Result Fig. 3.1.10: Resume Analysis Result in Surveyed Cities Part - 3 III - 8 Loss Measurement of Houses on Physical and Socio-Economical Aspects Based on the analysis, the difference loss of investment is similar to loss function, especially in Banjarmasin. This is because the structural aspect is more costly than other aspects. Especially the Denpasar’s respondents, although the building type use landed houses, either loss function or loss investment are not as much as in other cities. It may be the geological characteristic of the site, which the inundation decreases easily. Ignorance of Denpasar's respondent, among the surveyed cities maximum loss occurs in Semarang and minimum in Banjarmasin. It is easy to understand that the huge loss in Semarang is due to the occurrence of rob, which may submerge the building. Meanwhile in Banjarmasin the whole building type are platform house, which the construction were built over the tide height. To obtain loss measurement based on building type, there need to be subdivided into landed houses and platform hoses as scheme in Figure 3.1.11. From all respondents’ houses, about 14 houses are classified as platform houses and the remaining houses are landed houses. The result analysis can be seen in Figure 3.12 and Figure 3.1.13. In average for platform house, loss function is approximately 3%, while for landed house approximately 18%. When determination to loss cost, for platform houses has approximately 7% and landed houses 20% as mention in Table 3.1.8 Platform Above land Above water Type In Fig. 3.1.11: Building Surveyed Cities house Landed house Fig. 3.1.12: Loss Due To Inundation In Platform Houses Part - 3 III - 9 Loss Measurement of Houses on Physical and Socio-Economical Aspects Fig. 3.1.13: The Loss Due To Inundation In Landed Houses Table 3.1.8. The Loss Due To Inundation In Surveyed Cities Building type Platform House Landed house Loss Investment (%) 7.2 19.6 Loss Function (%) 2.8 17.6 The loss of physical building can be quantified and predicted in more detailed for the particular city if the factors such as the density building and the vulnerable system can be sufficiently be detailed. For macro level, details of future population, which means distribution of housing has contributed heavily in the affects of loss asset in an area. 3.2. Loss of Productive Time Productive time is a period of time that normally can be used for someone’s doing something for the benefit of her/is lives. The term of “loss of productive time” means the periods of people’s productive time is disrupted or even have to be stopped during inundation period, because of uprising sea level. In this section, to determine “loss of productive time” encompasses time spent for several activities which are disrupted or have to be stopped. Thus, people’s “loss of productive time” can be counted by how many hours that people are disrupted or even have to be stopped working or doing something because of uprising sea level These periods of time which are disrupted are the time spent for : Domestic works includes cooking, washing, eating, drinking. Productive works includes going to school and to works place Leisure time includes children’s playing time, sleeping, social interaction, worships. Part - 3 III - 10 Loss Measurement of Houses on Physical and Socio-Economical Aspects To analysis people’s loss of productive time, this part will be presented data analysis of each city and will be discussed two main points, those are : 1. The percentages of respondent are disrupted by inundation matters. 2. Time spent during inundation period. 3.2.1. The percentages of respondents are disrupted by inundation matters As can be seen from Table 3.2.1., data analysis indicates that the percentages of respondents are disrupted by inundation are varied in each city. Apparently, respondents who are disrupted by inundation depend on frequency of uprising sea level in each city. Table 3.2.1. The Percentages of respondent are disrupted with inundation . Daily Activities Domestic works - cooking - eating - drinking - washing Productive works - working - learning activities Leisure activities - sleeping - social interaction - worships - playing time Total Banjarmasin f = 7-12 Denpasar f=3 Jakarta f=3 Makassar f=6 Mataram f = 1-3 Semarang f = 80 Surabaya f = 7-12 8.4 20.4 3.6 20.4 23 0 0 0 22.2 26.7 24.4 24.4 80 52 52 56 89.4 74.5 52 56 100 100 100 100 24.4 24.4 15.6 24.4 23 0 0 0 100 91.1 65 70 91.5 36 77.1 80 15.6 11.1 100 77.8 0 0 24.4 22.2 43 22.2 80.9 97.9 100 100 100 22.2 86.7 22.2 0 19.3 100 15.6 52 47 85.1 97.3 97.1 85.7 13.3 95.7 362.5 42.3 451 539.2 765.1 939.9 344.7 f = frequency of inundation in one year In the city where the frequency of inundation is highest such as Semarang (80 time inundated in one year), the number of respondent who are disrupted by inundation reach nearly 100% of respondent, so that during inundation period all daily activities in northern part of Semarang tend to be disrupted or have to be stopped absolutely. While in Denpasar where the frequency of inundation is only 3 time in one year, the inundation does not significantly influence their daily activities. 3.2.2. Time Spent During Inundation Periods As mention earlier that loss of productive time is counted by how many hours that people are disrupted or even have to be stopped working or doing something because of uprising sea level, so that loss of productive time is equal to time spent during inundation which is counted by : Part - 3 III - 11 Loss Measurement of Houses on Physical and Socio-Economical Aspects Duration Time of Inundation x Frequency of Inundation in one year. Table 3.2.2. shows time spent during inundation periods in each city in Indonesia. From the table below can be assumed that Semarang is the highest time spent during inundation periods. Table 3.2.2. Time Spent During Inundation Periods. Time Spent During Inundation Banjarmasi n Hi = up to 50 cm Denpasa r Hi = up to 50 cm Duration time of inundation <1 hour to 12 hour < 1 day 7-12 1-12 hours x 7 -12 Frequency of inundation in one year Total’s Time Spent Jakart a Hi = up to 100 cm 1 day to 3 days Makasa r Hi = up to 50 cm Matara m Hi = up to 40 cm Semaran g Hi = up to 50 cm Surabay a Hi = up to 70 cm 1 hour – 2 hour 1 hour – 12 hour 1 day Up to 3 day 3 3 6 1-3 80 7-12 1 day x 3 3 days x3 1-2 hours x 6 1-12 hours x 1-3 1 day x 80 3 day x 7-12 Hi = maximum height of inundation In the normal situation, residential areas should be not inundated by uprising sea level, but the fact is found that sea level countinous to rise annually in different intensities. This condition makes households be aware that living in such condition is disrupted, so that respon of each household to such condition can be catagoried into three group of households, they decide to move out, or they attempt to elevate the ground floor, or they try to survive, keep stay and accept all consequences as Colledge and Stimsin (1987 : 277) the first group is they modify aspirations and adjust in situ leading to a decision to stay, the second group is they modify achievement in situ leading to a decision to stay, and the last group is they start looking for a new location, because of a feeling that only by moving will the decision maker restosre equilibrium between achievement and aspirations. Back to the time spent for inundation, in this matters households that spent time for inundation matters are they are who choose to stay in the inundated areas. They are who choose to stay are the households who cannot afford to make any choices, because they are less fortune group of people who will always be limited in selecting location and type of dwelling units. Therefore, they decrease its standard of living, and they receive all consequences of living in inundated areas, including loss of productive time. This condition should not be have a tolerable threshold, because sooner or latter, inundated areas will be left either. People cannot live in inundated areas. To eliminate loss of productive time, the local government has to give an explanation that inundated areas are not suitable for living, so that the household are able to make an appropriate decision to choose location and type of dwelling units in another areas that safe for them. Part - 3 III - 12