This study intends to have a post occupancy evaluation of the donor driven PDHR programs to SIDR affected households. Southkhali union has been chosen as the study area located in the Soronkhola upazila of Bagerhat district in Bangladesh and considered as the most severely devastated area after the cyclone SIDR. Bagerhat district (89°40’E and 90°00’E longitudes, 22°00’N and 24°60’N latitudes) is located in the Bangladesh’s southern-western area (Fig. 1), and approximately 240 kilometers south of Dhaka, the country’s capital. Sarankhola upazila lies at the southernmost part of Bagerhat district, bordering India. The study area is approximately 137.85 acres in size, and it is bordered on the south by the great river Boleshwar, on the north by the river Bhola and on the northwest and southeast by the Sundarbans. In the study area, over 24,980 individuals are still living in horrific conditions (Paul and Nadiruzzaman 2013). The group of residents, infact, keep its distinct culture, and it is an indigenous community that has preserved and maintained a traditional lifestyle and livelihood based mostly on farming and fishing (Southkhali Union Profile).Due to its geo-graphical seclusion, it only has a limited involvement in the surrounding area’s integrated social and eco-nomic life. People in this area rely heavily on natural resources for survival activities.
Three guiding principles influenced the decision to choose the study area. First, the country’s coastline is the most disaster-prone locations in Bangladesh. The coastal region has the close proximity to the Bay of Bengal and any disaster strikes the coastal region with full force. In terms of susceptibility and adaptation measures, this area is regarded to be representative of other disaster-prone locations in Bangladesh and the lessons learned from this study may be ap-plied to other comparable studies. Secondly, typical housing reconstruction processes were visible in this area following the cyclone SIDR. Various government, non-government organizations and donor organizations donates complete housing materials to the disaster affected people. However, the Government and Non-Governmental Organizations’ reconstruction strategies were quite simple in floor layout, basement, and superstructure (Paul and Nadiruzzaman, 2013). Third, most of the reconstructed or newly built houses were modified, extended or abandoned within a few months after completion. Also, according to the prevailing records, 4,484 houses in the Southkhali union were completely damaged, with 93% of those houses being were rebuilt following the cyclone SIDR and that houses are studied here. Therefore, the housing attributes of the Southkhali union probably portraits the general scenario PDHR of Bangladesh.
The field survey involves questionaries survey, physical observation and photographic survey using ODK application (mobile app-based surveying) assisted with Key Informant Survey (KIS). In order to complete the survey, the authors spend approximately three months in 2020, mostly through onsite observation of the recon-structed houses, interacting with villagers, contacting and collecting information from the local representatives.
Around 600 (six hundred) reconstructed houses were surveyed in the study area. Seven donor organizations, including Muslim Aid, the Saudi Government, the Indian Government, JJR, RICK, CARE, and the Bangladesh Government, have come up to conduct the reconstruction activities. Following a reconnaissance survey of the entire study area, it was planned to conduct a detailed physical observation of forty modified houses that belong to each donor organization, with 12 additional houses; totaling two hundred ninety-two modified houses, which were modified after completion. The questionnaire survey using ODK includes questions on construction cost, foundation type, foundation material, wall material, ceiling material, materials of roof truss, height of the ceiling, age of the houses, present purpose of use, preparedness to future disasters such as floods and cyclones, strength and limitation of donor and owner-driven houses, affordability as well as modification thoughts. Several photographs of modified houses were also captured throughout the study.
As part of KIS, opinions were collected from the government officials, officers of the NGOs, Engineers and contractors who worked during the reconstruction and the local leaders were interviewed. They were also inquired about their thoughts regarding the donor and owner-driven housing supply strategy and respective effectiveness. The survey was also conducted interaction with concern architects and engineers of PDHR projects to have their conceptual views on planning the post disaster housing models. They provided related sketches, drawings, estimates and photographs of different housing models and explained the planning concepts. All these information along with physical observation during the field survey were helpful to reach the study objectives. Following the completion of the extensive survey work, an engineering analysis was conducted, which was separated into two categories: planning aspect and construction aspect.
Analysis
PDHR activities should be addressed for those who may have lost their houses. Reconstructed houses should be safe and comfortable with basic sanitation facilities. The house should provide adequate protection to its residents. However, after completion of the field survey, it became clear that there are some typical post disaster housing models in terms of cost, material, and design in donor-driven houses. On the other hand, the owner driven houses provide diverse design and models and offer a total solution to the housing needs. Another finding is that most of the donor’s concept in providing house is nearly identical. Usually, donors put pressure on the contractors to be completed the houses within shortest possible time, but none of them consider building a resilient structure. It revealed from the field survey that the donor-driven houses failed to satisfy the huge disaster victims. In line with this field observation, the study attempt to explore the two core aspects from an engineering standpoint to elucidate the insights connected to the victims’ discontent with PDHR.
Planning aspect
Participatory approach in planning house services and policy making has long been emphasized by researchers in this field. Not only does it allow planners to obtain a better understanding of the majority’s preferences and local knowledge, but it also continues to enhance support for policies and may help to avoid costly and time-consuming challenges against plans, actions and policies (Ganapati and Ganapati 2008; Innes and Booher 2004). However, the gap is visible is Southkhali area and the absence of local participation in PDHR leads to victims’ decision to modify or abandon donor-driven houses. Following section will discuss more about the ill-suited planning features of the donor driven houses.
House size
Core houses are appropriate with adequate living space. Achieving this will be a significant step in setting a good standard for post-disaster reconstruction. During the field survey, it was observed that the core houses built by donors in the aftermath of cyclone SIDR were too small to address the requirements of the victims. About 90% of the houses were built by various donors, NGOs, and GoB having floor area ranging from 10.4 sqm to 20.9 sqm without verandah for a family of 5. A floor plan is shown in Fig. 2a to visualize the space standard of a typical do-nor driven house. Majority of the households in the study area have joint or extended families, with each family have more than five to six members. The interviewee households claimed that living in such a small house was extremely challenging for them. Due to this constraint, victims in the SIDR-affected area were forced to expand and transform the donor-driven houses to meet their demands. According to the results of field survey, 54% of donor driven houses have been expanded and modified on one, two or three sides (Fig. 2b).
Floor plan
Floor plans allow ones to imagine how people will use space in an area, making it easier to determine whether the space is adequate for its intended function. People usually make more detail planning before opt to remodeling action. In context with this reality, the 78% interviewee households responds that they are not satisfied with the space planning as it can’t address their functional use of space. The space plan of the donor-driven houses is a single core unit without any verandah or toilet, which is not suitable to fulfill the needs of locals (Fig. 3a). Thus, people forced to modify the space plan (Fig. 3b). It was noticed that 54% of donor-driven houses were remodeled with an appropriate space plan by using the maximum materials of donor-driven houses. The respondents also stated that numerous donors, NGOs, and the officials didn’t pay much attention in providing other facilities like verandah and toilets in this housing reconstruction project. Soon after the SIDR, the respondents of the Southkhali union confronted with such serious lack of sanitary facilities and it prompted people to modify and transform the donor-driven house within a year.
Doors and windows
Doors and windows are crucial for better air circulation and indoor thermal comfort. Without sufficient doors and windows, a house often become warm and creates dis-comfort. It is possible to drive out the warm air and re-duce the amount of condensation in the house by opening all the windows and doors. Most of the houses in the study area built by various donors were abandoned for a variety of reasons, the most common of which were the lack of openings: doors, and windows (Fig. 4a). Around 83% of the houses having 1 or 2 windows and the size of the windows were too small. About 17% of the houses had no windows at all, which was completely modified in response to the victims’ desire. Because of these poor arrangements, living in these types of houses created un-endurable thermal discomfort to the households. There-fore, the indigenous residents were forced to modify their houses with several numbers (at least 3) of windows to make indoor more comfortable (Fig. 4b).
Materials
Housing needs good materials, even in the case of low-cost housing. High-quality materials, for example, are long-lasting, offer attractive characteristics and require less maintenance. This is referred to as ‘basic durability’ (Brednoord 2017). But the quality of materials used in the donor driven houses were unsatisfactory in terms of durability and thermal comfort, according to the victims in the affected area. The majority of the donors used Corrugated Iron (CI) sheet for wall and roofing material (Fig. 5a). Unfortunately, field survey affirms that most of the CI sheets corroded after a few years due to salinity effects. It was assessed that the use of CI sheets with thin bamboo layer frames created 4ºC warmer than any other roof in Bangladesh (Tariq and Ahmed 2013). The interviewee households expressed that the use of CI sheets with metal roof frames caused intolerable indoor environment during the pick summer and forced them to walk outside. So, the households attempted to maintain their houses in a variety of ways. To prevent corrosion, the CI sheets were sometimes coated with tar. Additionally, some owners have modified the donor driven houses with diverse materials like as timber, wood, bamboo mat and palm tree which is corrosion-free, thermally comfortable, and long-lasting (Fig. 5b).
Construction aspect
When occupants have a say in significant choices and are free to contribute to the construction and management of their houses, both the procedures and the environment that results promote individual and social well-being (Turner 1976). Moreover, in the context of the study area, local engagement in PDHR sector is extremely low, resulting in victim’s dissatisfaction. The construction features of the studied houses will be discussed in more detail in the following sections.
Foundation
A substructure is the part of a house that is to be constructed below the existing ground level. The footing of a house belongs to sub-structure that transfers the load of a house to the underlying soil. Therefore, footings should be of stiff enough to effectively bear the super-structure’s load while remaining static within the surrounding soils. Failure of footing leads to total failure. In most disaster-prone areas, houses fail due to faulty foundations or footings. The survey found that about 87% of the donor-driven reconstructed houses in the study area have no foundations. It stands on four (100mm x 100mm) poor quality precast concrete columns (Fig. 6a) and are anchored directly into the ground up to 300mm without any base. Some of the houses are built with bamboo or timber posts only. These practices are extremely vulnerable. This type of houses is damaged even in a low-level flood, where is the depth of water is below 0.5m (Hamdan et al. 2019) (Fig. 6b). About 13% of donor-driven houses are found to have earthen plinth (Fig. 6c). Often the earthen plinths washed away in moderate level floods with inundation level from 1m-1.5m (Hamdan et al. 2019). Bamboo or timber posts decay at the base in moist soil, especially during long-term, weakening the overall structure of the houses. Therefore, replacement of bamboos and timber posts of the houses are required on a regular basis that prompts the owner to reconstruct the houses by using heavy foundation with brick footing (55%) and RCC footing (25%).
Plinth level
The plinth belongs to the sub-structure of a house and erosion of the plinth leads to the failure of the house. It is marked in the study area that most of the donor driven reconstructed houses had a plinth level of 305mm or less than 305mm (65%). About 15% houses had a plinth of 305-610mm and 11% houses have more than 610mm plinth and other 9% have plinth that are hardly be seen. As a result, 16% of all houses are now abandoned (Fig. 7a) and some of the houses are now used as cowsheds and for other farming purposes. Due to the absence of separation between the wall material and the topsoil, the wall materials come into contact with the soil, intrusion of salinity takes place, and eventually it causes the corrosion of CI wall materials. Households in this area claim that due to absence of plinth, rainfall readily enters into the houses, making it impossible to live inside during the rainy season as the floors are becomes muddy. On the other hand, the owner-driven post-disaster houses were built with a higher plinth level (more than 610 mm) and some-times made with brick wall (Fig. 7b). This difference made the sense that the donor driven post-disaster houses are mostly susceptible to erosion. About 4% of donors helped the victims to make raised plinths with permanent materials. Actually, the raised and stabilized and stabilized plinth protects the house during rainy season, against floods and gradual deterioration.
Wall
Houses constructed with locally derived materials are suggested by housing experts. In the study area; clay, straw, bamboo and sand are readily available and need no special treatment (Drozd et al. 2018) to use in construction. Bamboo mat is commonly used as wall material-al in the houses and organic materials (such as jute sticks and catkin grass) are conventionally popular to use as wall material. It was revealed from the questionnaire sur-vey that bamboo mats have a 4–5 year lifespan and organic materials have 2–3 year lifespan. Most of the donor driven houses in the study area are made using CI sheet instead of using bamboo mats, jute sticks or catkin grass. Often the donors press the contractors to construct the houses in a short span of time without considering afford-ability of the users. As a result, donors selected CI sheet as a wall material (Fig. 8a) as it is readily accessible and reasonably priced in the local market. So, donors were initiated to use CI sheets as wall material which has many disadvantages. It creates indoor thermal discomfort, most susceptible to corrosion with minimum durability. Its sharp edge is a dangerous element during a storm. The walls of owner-driven post-disaster house are often made with wood as well as other natural material, with a number of large windows (Fig. 8b). As a result, these houses are quite pleasant to live in and appear to be safe and sound.
Ceiling
Ceilings enable the containment and division of spaces, as well as the regulation of light and sound. Not only that, but it also has a significant impact on the indoor thermal comfort and storage facilities. Therefore, the ceiling is a significant part of the housing reconstruction. In the study area it is found that CI sheet is generally used as roofing materials with timber or steel framing. About 85% of the donor-driven houses has no provision of ceiling (Fig. 9a). As a result of these factors, residents in this area face a variety of challenges. If a ceiling is given, people can utilize it for storage and to create a more pleasant living environment. It’s also worth mentioning that the majority of residents in the study area spend the most of their time outdoor space during the full summer as the indoor be-comes hot and humid. If a ceiling is not provided, it may overturn during strong winds since it is not securely fastened to the columns. On the other hand, the owner driven houses in the study area usually have excellent quality ceiling (Fig. 9b). As a result, the donor driven houses could not address the demand of the locals considering the provision of ceiling and eventually transformed or modified.
Roof
The roofs of owner driven houses are often built with catkin grass; rice/wheat or maize straw with bamboo or palm tree frame. Within the study area, most of the donor driven houses are found to build with gable (dochala) and hip (chauchala) type roof truss without the provision of adequate ventilation. CI sheets are used in donor driven houses with timber or steel frames (Fig. 10a). According to the field observation, 86% of surveyed houses area built with timber and another 14% houses used mild steel angle section as roof truss. Steel or timber truss is costly and not affordable to the majority of low-income residents. Again, CI sheet roofs transmit unendurable heat inside the room without intrusion of external air. The trapped warm air without any natural cooling provision makes the house difficult to reside either day or night. Owner driven houses, on the other hand, are built with natural materials with big windows and with a simple roof which offer natural air ventilation (Fig. 10b). Eventually, owner driven houses offer better indoor thermal comfort, low cost, affordable and better acceptable in comparison with donor driven houses.