Analysis of Peak Flood Discharge in Small-Scale River Flow Area
Purpose: Flood discharge is a critical component in reducing the impact of flooding in a given location. An analytical technique based on a watershed's morphometric properties is a method for those without a gauge, particularly in small-scale watersheds. Design/methodology/approach: The syn...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
LPPM of Narotama University Surabaya
2023-03-01
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Series: | IJEBD (International Journal of Entrepreneurship and Business Development) |
Subjects: | |
Online Access: | https://jurnal.narotama.ac.id/index.php/ijebd/article/view/2128 |
Summary: | Purpose: Flood discharge is a critical component in reducing the impact of flooding in a given location. An analytical technique based on a watershed's morphometric properties is a method for those without a gauge, particularly in small-scale watersheds.
Design/methodology/approach: The synthetic unit hydrograph (HSS) approach is used in this study to analyze flood output. This study was conducted in the Akelaka watershed, a sub-watershed of Tayawi. This analysis relies on spatial and attributes data. A spatial study of watershed morphometric properties was obtained by integrating digital elevation model (DEM) data into geographic information system-based applications (GIS). Meanwhile, using rainfall data from 2019 to 2021, a statistical approach is used to calculate the design rainfall intensity, which is then used as an input variable in the HSS analysis.
Findings: The findings of hydrographic analysis using Nakayasu HSS demonstrate that the peak flood time (Tp) is 2.8 hours with a maximum flood discharge (Qp) of 56.636 m3/s, 76, 987 m3/s, 88,091 m3/s, and 101,279 m3/s for return periods of two years, five years, ten years, and 25 years.
Paper type: Research paper
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ISSN: | 2597-4750 2597-4785 |