Piyatida Ruangrassamee

Dr. Piyatida Ruangrassamee


Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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21 June 2022 in Water
Verified
Journal Article
Open access
PDF file
TTTheara Tha
Theara Tha
TPThanapon Piman
Thanapon Piman
DBDhyey Bhatpuria
Dhyey Bhatpuria
PRPiyatida Ruangrassamee
Piyatida Ruangrassamee
The large-scale monitoring of riverbank erosion is challenging because of human, equipment, and financial limitations, particularly in developing countries. This study aims to detect riverbank erosion and identify riverbank erosion hotspots along the Mekong River in Cambodia. A riverbank erosion rate map was developed using satellite images from Landsat 5, 7, and 8 (1990–2020) using the modified normalized difference water index (MNDWI) at a resolution of 30 m and Sentinel-2 (2016–2021) using the normalized difference water index (NDWI) at a resolution of 10 m. Detecting riverbanks in satellite images using a water index depends greatly on image resolution and water threshold. The riverbank lines were validated using Google Earth images. In the data used in December 2017, the root mean square error (RMSE) of Sentinel-2 was 6.00 m, while the RMSE of Landsat was 6.04 m. In the data used in January 2019, the RMSE of Sentinel-2 was 4.12 m, while the RMSE of Landsat was 5.90 m. The hotspots were identified by overlaying the riverbank erosion rate map and the exposure map of population density and land cover. Field surveys and interviews were conducted to verify riverbank erosion hotspots in the Ruessei Srok and Kaoh Soutin communes. The results showed that within the last 30 years (1990–2020), the riverbank eroded more than 1 km in a direction perpendicular to the river in some segments of the Mekong River in Cambodia. The highest average annual erosion rate was in the Ruessei Srok Commune in Kampong Cham Province, at approximately 43 m/yr. Most eroded areas were farmland and rural residential areas. The riverbank hotspots are situated mainly in the lower part of the Mekong River, where the population is dense, and the erosion rate is high. Riverbank erosion hotspots with a very high impact level and ongoing active erosion include the Peam Kaoh Sna, Kampong Reab, Kaoh Soutin, and Ruessei Srok communes in Kampong Cham Province. This study provides an efficient tool for using satellite images to identify riverbank erosion hotpots in a large river basin. The riverbank erosion hotspot map is essential for decision-makers to prioritize interventions to reduce the risk of riverbank erosion and to improve the livelihood of the people residing along the Mekong River.

28 January 2024 in Heliyon
Verified
Journal Article
Open access
TTTheara Tha
Theara Tha
TPThanapon Piman
Thanapon Piman
SKSuthirat Kittipongvises
Suthirat Kittipongvises
PRPiyatida Ruangrassamee
Piyatida Ruangrassamee
Riverbank erosion is a major hazard for riparian communities in the Mekong River Basin. This study aims to (1) assess the livelihood vulnerability of two communities residing along the Mekong River, namely, Kaoh Soutin (KS) and Ruessei Srok (RS), by using the livelihood vulnerability index framed within the Intergovernmental Panel on Climate Change vulnerability framework (LVI-IPCC) and (2) identify the coping strategies of the communities based on semi-structured interviews. The results show that KS is slightly more vulnerable to riverbank erosion than RS, as indicated by LVI-IPCC values of 0.49 and 0.46 for KS and RS, respectively. RS exhibits high adaptive capacity and low sensitivity, but its exposure level is relatively high. Majority of the respondents in KS (62 %) and RS (93 %) were affected by riverbank erosion. In KS, approximately 48 % of the respondents experienced displacement, and 39 % of them relocated once. Meanwhile, in RS, 81 % of the respondents experienced displacement, with 46 % displaced at least three times. The affected households have coped with riverbank erosion by reducing expenses, diversifying their income sources, seeking support from others, and receiving assistance from local authorities, NGOs, and government interventions. Despite such efforts to mitigate the effects of riverbank erosion, the high level of exposure and external factors, such as high living costs and low profits from agriculture, have weakened the ability of the people in both communities to cope with disasters. Moreover, the social ties among households, especially in KS, have declined, thereby making low-income households highly vulnerable to riverbank erosion.

16 November 2024 in Journal of Hydrology
Verified
Journal Article
Closed access
PPPongsit Polsomboon
Pongsit Polsomboon
PRPiyatida Ruangrassamee
Piyatida Ruangrassamee
ASAnurak Sriariyawat
Anurak Sriariyawat

6 April 2022 in Water
Verified
Journal Article
Open access
PDF file
WIWeeraya Intaraburt
Weeraya Intaraburt
JSJatuwat Sangsanont
Jatuwat Sangsanont
TLTawan Limpiyakorn
Tawan Limpiyakorn
PRPiyatida Ruangrassamee
Piyatida Ruangrassamee
PSPongsak Suttinon
Pongsak Suttinon
ฺSฺBenjaporn Suwannasilp
ฺBenjaporn Suwannasilp
Financial feasibility is usually a concern in water reclamation projects. Aside from internal benefits, water reclamation in industrial parks delivers health and environmental benefits not normally considered in cost–benefit analyses (CBA). This study investigated the influence of environmental benefits on the feasibility of water reclamation projects with flow rate scenarios in accordance with industrial parks in Chonburi, Thailand. CBAs of water reclamation plants for industrial water supply, consisting of ultrafiltration (UF) and reverse osmosis (RO), with flow rates of 5200, 10,000, 15,000, and 25,000 m3/day and discount rates of 3%, 5%, 7%, 9% and 11% were conducted. Considering only the direct costs and benefits, none of the projects were financially feasible. However, when the environmental benefits were included, the projects became profitable in all cases except those with a flow rate of 5200 m3/day and discount rates of 5%, 7%, 9%, and 11% and those with flow rates of 10,000 and 25,000 m3/day and an 11% discount rate. Further, CBAs of water reclamation projects in industrial parks for irrigation were conducted with post-treatment processes consisting of sand filtration and chlorine disinfection for flow rates of 240, 480, 2400, 3600, and 4800 m3/day. The projects are profitable, regardless of environmental benefits.

18 May 2017
Verified
Conference Paper
Closed access
PCPavisorn Chuenchum
Pavisorn Chuenchum
PSPongsak Suttinon
Pongsak Suttinon
PRPiyatida Ruangrassamee
Piyatida Ruangrassamee
Nan River Basin contributes about 25 to 40 percent of annual flows in the Lower Chao Phraya River Basin, Thailand. Land use and climate change result in change in meteorological and hydrological conditions in Nan River Basin. In addition, water demand in the basin has been increasing from the economic development. Understanding cross-sectoral interactions from both water resources and economic points of view provides better insight in planning and management. This study proposes an integrated framework of hydrological and economic analysis to assess impacts of water deficits under changing climate and regional development. The objectives of the study are to analyze water supply under climate change scenarios, estimate water demand under economic development scenarios, and assess cross-sectoral impacts of water deficits. A rainfall-runoff model, integrated flood analysis system (IFAS), was calibrated, verified, and used to simulate runoff. Regional input-output model was developed for Nan River Basin to assess economic impacts of water deficits. Analysis of water deficits under climate change scenarios and economic development scenarios was carried out during the period of 2040-2059. Runoff simulations under climate change scenarios using two GCMs, IPSL-CM5A-MR and MIROC5 under RCP4.5 and RCP8.5 showed increasing trend. Water demand projections of all sectors also showed increasing trend especially in agricultural sector. The uncertainty of water supply under the climate change scenarios is found to be relatively small compare to the uncertainty of water demand under the economic development scenarios. Assessment of indirect economic loss from cross-sectoral analysis is found to be two to three times higher than the direct loss. The results demonstrate the need to consider the indirect economic loss across sectors in water allocation planning and water deficit mitigation policy.

18 May 2017
Verified
Conference Paper
Closed access
PCPavisorn Chuenchum
Pavisorn Chuenchum
PSPongsak Suttinon
Pongsak Suttinon
PRPiyatida Ruangrassamee
Piyatida Ruangrassamee
Nan River Basin contributes about 25 to 40 percent of annual flows in the Lower Chao Phraya River Basin where main agricultural, manufacturing, service, and domestic water use sectors located. Water allocation during dry season depends mainly on the amount of water storage at the end of rainy season in the four main reservoirs in the upstream of the Chao Phraya River. However, impacts across sectors are also important in developing strategies to mitigate drought. Understanding cross-sectoral interactions from both water resources and economic point of view provide better insight in decision making. This study proposes a framework of cross-sectoral analysis of water allocation during dry season between three sectors (agriculture, manufacturing, and service and domestic) in the Nan River Basin with the consideration of impacts to the Lower Chao Phraya River Basin. An assessment model in this study is based on the water budget and the Input-Output model. Preliminary results of economic analysis of cross-sectoral impacts of water allocation in the Nan River Basin show the importance of considering interactions between sectors and non-hydrologic factors in developing strategies to mitigate droughts.