2022
DOI: 10.1080/22054952.2022.2083789
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A multidisciplinary approach to authentic learning experiences for nature-based solutions design: broadening the monkey cheeks

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Cited by 4 publications
(4 citation statements)
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“…This design also is consistent with the current Thai flood planning practice of “monkey cheeks”. The concept was introduced in 1995 by King Rama IX and refers to low-lying lands in the vicinity of major rivers (generally rice paddy, with some natural wetlands) that are used to temporarily store flood water, much as a monkey stores food in its cheeks to later be released and digested (Trakuldit and Faysse 2019 ; Irvine et al 2022c ).
Fig.
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Section: Resultsmentioning
confidence: 99%
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“…This design also is consistent with the current Thai flood planning practice of “monkey cheeks”. The concept was introduced in 1995 by King Rama IX and refers to low-lying lands in the vicinity of major rivers (generally rice paddy, with some natural wetlands) that are used to temporarily store flood water, much as a monkey stores food in its cheeks to later be released and digested (Trakuldit and Faysse 2019 ; Irvine et al 2022c ).
Fig.
…”
Section: Resultsmentioning
confidence: 99%
“…The individual WSUD features connected through natural waterways/wetlands and constructed canals collectively form NbS visions for the study area that not only would reduce flooding, but concurrently would improve water runoff quality through adsorption and natural, biological processes (e.g., Irvine et al 2022a ). Storage and a reduction in flooding could be explored in more detail and optimised using a dynamic, process-oriented conceptual deterministic modelling approach (e.g., Irvine et al 2021b , 2022c ; Yereseme et al 2022 ). Examining multiple spatial scales using conceptual deterministic models is important for optimization of both individual feature performance and the collective performance of the entire system (e.g., Teang et al 2021 ).…”
Section: Resultsmentioning
confidence: 99%
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“…To explore the water, sediment, and nutrient yields for each site, we employed 1D PCSWMM using: a) 24-hour, Type II SCS design storms of 30, 60, 90, 120, and 150 mm and; b) a continuous modeling approach with 5 minute rainfall data from the area for October, 2021. The Universal Soil Loss Equation (USLE) option was employed to consider erosion of pervious land and water quality while a buildup/washoff approach was used to model impervious land water quality with parameterization drawn from past studies in Thailand and Singapore (Chaosakul et al, 2010;Irvine & Chua, 2016;Htun et al, 2016;Le et al, 2017;Irvine et al, 2022c).…”
Section: Pcswmm Configurationmentioning
confidence: 99%