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Analisis Kerawanan Banjir sebagai Pendukung Perencanaan Model Water Sensitive Urban Design di Kabupaten Klaten

Analysis of Flood Vulnerability as a Support to Water Sensitive Urban Design Planning in Klaten Regency

*Desyta Ulfiana scopus  -  Diponegoro University, Indonesia
Yudi Eko Windarto  -  Diponegoro University, Indonesia
Nurhadi Bashit  -  Diponegoro University, Indonesia
Novia Sari Ristianti  -  Diponegoro University, Indonesia

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Abstract

Klaten Regency is one of the regions that has a high level of flood vulnerability. The area of Klaten Regency which is huge and has diverse characteristics makes it difficult to determine an appropriate flood management model. Water Sensitive Urban Design (WSUD) is a model that focuses on handling water management problems with environmentally friendly infrastructure. Therefore, an analysis is carried out to determine the level of flood vulnerability and factors causing flooding to plan a WSUD design that is suitable for each sub-districts of Klaten Regency. The Analytical Hierarchy Process (AHP) and Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) methods are used to help the analysis. Aspects used as criteria are rainfall, slope, soil type, geological conditions, and land use. Based on the analysis, it could be concluded that Klaten Regency has two sub-districts with high flood hazard category, 21 sub-districts with medium category, and three sub-districts with low category. Bayat and Cawas are sub-districts that have a high level of flood vulnerability category. Meanwhile, Kemalang, Karangnongko and Polanharjo are districts with a low level of flood vulnerability category. The main factors causing flooding in Klaten Regency are slope and land use.

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Keywords: Flood vulnerability, urban planning model, AHP TOPSIS method, flood factors

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    Novia Sari Ristianti, Nurhadi Bashit, Desyta Ulfiana, Yudi Eko Windarto. IOP Conference Series: Earth and Environmental Science, 1082 (1), 2022. doi: 10.1088/1755-1315/1082/1/012029

Last update: 2024-04-18 10:54:28

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