日本地球惑星科学連合2018年大会

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[EE] ポスター発表

セッション記号 A (大気水圏科学) » A-HW 水文・陸水・地下水学・水環境

[A-HW22] 水循環・水環境

2018年5月24日(木) 13:45 〜 15:15 ポスター会場 (幕張メッセ国際展示場 7ホール)

コンビーナ:長尾 誠也(金沢大学環日本海域環境研究センター)、町田 功(産業技術総合研究所地質調査総合センター)、飯田 真一(国立研究開発法人森林研究・整備機構森林総合研究所森林研究部門森林防災研究領域水保全研究室、共同)、林 武司(秋田大学教育文化学部)

[AHW22-P11] THE APPLICATION OF HEC-GeoRAS MODEL FOR SEGMENT FLOOD EVALUATION AT WINONGO STREAM IN TEGALREJO DAN JETIS DISTRICT, YOGYAKARTA SPECIAL REGION

*Nuringtyas Yogi Jurnawan1Slamet Suprayogi1Galih Dwi Jayanto1 (1.Universitas Gadjah Mada)

キーワード:Flood Hazard Mapping, HEC-GeoRAS, Winongo River

A Flood occurred at Winongo River in March 2016 has caused many of residence in Yogyakarta inundated. The Flood caused considerable material losses for communities who live along the riverbanks. One of the effort to reduce the flood disaster impact is to create a flood hazard map using hydrological modeling. The creation of flood hazard map at river areas was done by using HEC-GeoRAS Modeling that able to illustrate the area and the depth inundation in the study area. The output from the modeling would be overlaid with land use map into the flood hazard map.
The necessary data in HEC-GeoRAS modeling are consisted of flood peak discharge, Digital Elevation Model (DEM) and Manning Roughness Coefficient. The flood peak discharge data was calculated by using unit hydrograph method, the DEM data was obtained from the extraction of aerial photographs, and the Manning's roughness coefficient data are collected from the actual calculations and field observations.
Flood hydrograph of Winongo Streamline on the 2nd, 5th, 10th, and 25th year of return periods have discharged peak water value of 108.89 m3/s,160.28 m3/s,196.30 m3/s and 243.40 m3/s in a row. DTM data are collected from aerial-photograph. The results of this research showed the same patterns and the insignificant differences.