Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method

Flood forecasting at Wonogiri Reservoir is restricted on the availability of hydrologic data due to limited monitoring gauges. This issue triggers study of unit hydrograph modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) which is based on Geographic Information System (GIS). Anal...

Full description

Bibliographic Details
Main Authors: Anantri Sulistyowati, Rachmad Jayadi, Adam Pamudji Rahardjo
Format: Article
Language:English
Published: Universitas Gadjah Mada 2018-09-01
Series:Journal of the Civil Engineering Forum
Online Access:https://jurnal.ugm.ac.id/jcef/article/view/38860
id doaj-3d866137189c4a2a8ac4c3d46d439423
record_format Article
spelling doaj-3d866137189c4a2a8ac4c3d46d4394232020-11-25T02:42:47ZengUniversitas Gadjah MadaJournal of the Civil Engineering Forum2581-10372549-59252018-09-014322323210.22146/jcef.3886022020Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) MethodAnantri Sulistyowati0Rachmad Jayadi1Adam Pamudji Rahardjo2Directorate General of Water Resources, Ministry of Public Works and Housing, Central Jakarta, INDONESIADepartment of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, INDONESIADepartment of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, INDONESIAFlood forecasting at Wonogiri Reservoir is restricted on the availability of hydrologic data due to limited monitoring gauges. This issue triggers study of unit hydrograph modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) which is based on Geographic Information System (GIS). Analysis of physical watershed parameters was conducted on Digital Elevation Model (DEM) data using software Watershed Modeling System (WMS) 10.1 and ArcGIS. Nash model and S-curve method were used to process triangular GIUH into hourly Instantaneous Unit Hydrograph (IUH) and Unit Hydrograph (UH) and then was compared with the observed UH of Collins method. A sensitivity analysis was conducted on parameter of RL and Nash-model k. Evaluation of accuracy of the simulated GIUH runoff hydrograph was also conducted. The GIUH model generated UH with smaller peak discharge Qp, also slower and longer of tp and tb values than the observed UH. Accuracy test of the simulated GIUH runoff hydrograph using Nash-Sutcliffe Efficiency (NSE) shows that Keduang watershed gives a satisfying result, while Wiroko watershed gives less satisfactory result. The inaccuracies occur due to limited flood events used to derive the observed UH and stream tributaries that were not properly modeled based on Strahler method.https://jurnal.ugm.ac.id/jcef/article/view/38860
collection DOAJ
language English
format Article
sources DOAJ
author Anantri Sulistyowati
Rachmad Jayadi
Adam Pamudji Rahardjo
spellingShingle Anantri Sulistyowati
Rachmad Jayadi
Adam Pamudji Rahardjo
Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method
Journal of the Civil Engineering Forum
author_facet Anantri Sulistyowati
Rachmad Jayadi
Adam Pamudji Rahardjo
author_sort Anantri Sulistyowati
title Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method
title_short Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method
title_full Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method
title_fullStr Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method
title_full_unstemmed Unit Hydrograph Modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) Method
title_sort unit hydrograph modeling using geomorphological instantaneous unit hydrograph (giuh) method
publisher Universitas Gadjah Mada
series Journal of the Civil Engineering Forum
issn 2581-1037
2549-5925
publishDate 2018-09-01
description Flood forecasting at Wonogiri Reservoir is restricted on the availability of hydrologic data due to limited monitoring gauges. This issue triggers study of unit hydrograph modeling using Geomorphological Instantaneous Unit Hydrograph (GIUH) which is based on Geographic Information System (GIS). Analysis of physical watershed parameters was conducted on Digital Elevation Model (DEM) data using software Watershed Modeling System (WMS) 10.1 and ArcGIS. Nash model and S-curve method were used to process triangular GIUH into hourly Instantaneous Unit Hydrograph (IUH) and Unit Hydrograph (UH) and then was compared with the observed UH of Collins method. A sensitivity analysis was conducted on parameter of RL and Nash-model k. Evaluation of accuracy of the simulated GIUH runoff hydrograph was also conducted. The GIUH model generated UH with smaller peak discharge Qp, also slower and longer of tp and tb values than the observed UH. Accuracy test of the simulated GIUH runoff hydrograph using Nash-Sutcliffe Efficiency (NSE) shows that Keduang watershed gives a satisfying result, while Wiroko watershed gives less satisfactory result. The inaccuracies occur due to limited flood events used to derive the observed UH and stream tributaries that were not properly modeled based on Strahler method.
url https://jurnal.ugm.ac.id/jcef/article/view/38860
work_keys_str_mv AT anantrisulistyowati unithydrographmodelingusinggeomorphologicalinstantaneousunithydrographgiuhmethod
AT rachmadjayadi unithydrographmodelingusinggeomorphologicalinstantaneousunithydrographgiuhmethod
AT adampamudjirahardjo unithydrographmodelingusinggeomorphologicalinstantaneousunithydrographgiuhmethod
_version_ 1724771510712795136